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HomeMy WebLinkAbout3120 Nubbin Ridge Lnv+ CY— v _ m rn z CD 00 0 LO 0 I N m to O LO LO 0 I 0 rn c 3 FU- 0 0 i a E E 0 v C J y N ti O U v 0 cal U i z I Y i 0 0 0 J 0 0 0 0 a N N o• 1 0 U_ m cn MOOCJ E M ID 0 El El 0 D El FE7 El [71 r7l [71 El __1 E EJ FE ❑ D [71171 FE�]MFE7D 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 SIN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.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 CIR or J Circle or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CONT 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. Fir. 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 FIR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg, Footing FXD GL Fixed Glass GALV or Galv. 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 K/WALL or KlWail Knee Sp KS or K.S. Knee Space L LAUN or auri. Laundry LAor La 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 Rad. Radius RAG or Rag. Retum Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD 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 SQ or SF or S.F. Square Foot (feet) SQ or Sqq . Square STO Storage o SW S.W. Shear Wail 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 UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL or V.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/orw/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WOW. 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 Water Proof(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 PLAN REVISIONS MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES 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 p�,W ORK SHF�'1 OQMP CODE' CODES FLORI AL C R1C CODE' PNDT F'C1VNATION Ep�YR�+��-� CES 2 OR©INP p�T� Rwt�W 0 y G�TY � mksfw�i PLAN 12-8-15 2.0 ADDED VAULT. CLG. CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE 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 the commencement lof aanywork.TheDesigner/ interpre are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. 1 941 r• w zz To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q v$ 0 0 ^o' N 0090 N N C M- N# 1-4J J LO N W ® M� FLLL W W LL a Q. 0 vi M > m�33 W y °'a=o OJ �• 2 N m- Cc m coo W Z LL L L 2 EcPrn N C,a 20 O aN "r Q co o Q 5 g_ 0 t- J 2 Z V ❑❑❑❑ W (D M M N o z _ 1� z " ¢ M O_ N y j ^ , M C n O W \.l♦ LL t"a w 0 � V 0 V1 ` o w c 2 = o g z U o ° o c U) < o rn \ o co w M M o z E Q p =U =o �o �1 ro �® ¢_�� _D x o a F 0 O U 0 < Z E (a N It C o wo � Q d z ¢W i =3� U) C ¢Z< ox in 0 o o� Z U) 0- �w zz a W CD aw Q Y =� CO zI¢ a0 0U �M 0 = >� ai rn m L 19 N > 00 . c `° J N 10—IN Q O C m a) E O N Z N 0') 00 N N LO s— E F T f C—,) r o , N i6 Z z E Q m c c a U � Q p � JOB NO: 20-0555 SCALE : AS NOTED SHEET NO. C S c? v U) O�IY MO w TYP @ 1 STORY A 5'-1 S3 OWNER'S SUITE 8'-0" CLG. CARPET OP I iv S3 (3) 2x4 #2 SPF w/ DTT2Z @ BASE I I 1 I CQ LO 2:12 VAULTED CLG. N r' ip I I]i I I I I I I FAMILY R M 9'-4" CLG. CARPET 23'-8" T 3" W 5-SH 11 —_-- R&S ----= BUILDER TO 1----------- DD �° 6 DP*" I N PROVIDE I I INE I W.H. APPLIANCE I I K TYP @ - p PROTECTION I I I S4 GARAGE W. I •C C. I 2, WHEN REQUIRED I I I OPENING PER FBCCD I I I I - 8'-0" CLG. MTa I i I I TIE M CARPET 1 �, 2 CAR GARAGE lea I I I 1 X 8'-0" CLG. s„ T-10T-8" 20'-O8 78 2668 1 I a: � I I O I I HANSON 1 I 00 1 1 o BOX @ 36" I EDGE OF SLAB 2" I I 0 I I cri f A.F.F. I BEYOND WALL w I I oc I K I O= I I 60"x36" DRYER VENT S3 I w I I N SHOWER THRU ROO I I > I I ---- _ I I 0 I I :RG SS "" ° --- &S --- —' I X I I _ I 11 I 'ROUND I f 1 I I I T I I I I I 1 1 I I I PT. W OPT. D I�y??� I I I IlX cil NOTE: FINISHED Ili Q �I WALLS TO BE cle AHU N L FLUSH. VERIFY IN I I io - - FIELD. I I TILE z I — — — — — — — — — — S3 (3) 2x4 #2 SPF w/ S3 G.T. _ r 8 8 DTT2Z @ BASE R.A.G. o � _ o In R&S _ 4'-0" 11'-7$' 6-10" iv 4,_7„ 8,_8„ iv I I 5068 B.F. I T OPT. I I 'CD -----------------�— — -- REF.rt— PATIO CAFE ____ _— — — � BEDROOM 2 �- � � . I .. 8'-0" CLG. i' I I CO CARPET CARPET • • - ■■■■■■■■■■■■■-■■■■rr��■■■■■■-■■■■■■■■■■■■■rl 25-SH H B EGRESS OA A S3 10'-108" in —HDR AT T-4" 2668 '-10 BEDROOM 3 8'-0" CLG. CARPET 1 U-42' 6 ILL iCa 06 I� ` 0co I r 0 I � 25-SH EGRESS O rdllwm -NJ ���►►�111111111111�]IIIIIIIIIIIIC711111111111 ■ 0.:: (ISO BEDR80M 4 ' CA PET _j' SO A u . 0 ■ ■�� , LON 1 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 (2) - 1 3/4" X 9 1/4" H6 LVL 2.0E Fb=2600 PSI H7 (2) - 1 314" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 j X 25 S.H. 13 20X38j 18JX37i S.H. 14 20 X 50 j 18 j X 50 S.H. 15 20X63 18jX62j S.H. 16 20X72 18jX71j S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 11-13 271/4X381 26x371 S.H. 1 H4 27 4 X 50 j 26 x 50 S.H. 11-115 274X63 26X621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 j X 26 36 4 X 25 1/2 S.H. 23 37 j X 38 lj 36 1 X 37 3/4 S.H. 24 37 j X 50 j 36 4 X 50 S. H. 25 37 4 X 63 36 j X 62 1/2 S.H. 26 37 R X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 i S.H. 33 54 X 38 j 52 j X 37 j S.H. 34 54 X 50 j 52 J X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 52 j X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090, 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" +28.3 / -30.8 O +28.3 / -36.4 Q +26.6 / -28.0 OF +26.6 / -32.2 OG SEE SN SHEET OH SEE SIN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND FIBERGLASS f SURROUND I S311111111 Jill III III MASONRY HGT. @ 8'-0" A.F.F. M TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND 19'-6" REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "131" (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 EXT FRAME 2 x 6 R-19 KRAFT FACED FLOOR PLAN - ELEV-Bl CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: Y4'=1 r-0rr (GARAGE / LIVING) XoXw11111d� !✓ `� 0 '- �rj To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W I � � a C4 ID O N O O m�; N J V O r C US N LL �� N r N*t Co LL O N .•�. CO O) 'NO _j W W LL a s LL N ei a z M5 W >._u_ aa�Y Z ��°' 6z�oo � a)0 m m ° W 'caoti� Via= W 2 E T 0a-C) NQrNiZ U O = z ° ❑❑❑❑ W z N o o � M N l/1 z 0 CD U 0 ��o �c� w N wa r 3 U 00 LL, m al o e8 I m" v o N 0 � � em aco W M o3 Z Q E o W o 0 I N Q N z� I— _(D R.0 a0 -,° 0 °z z o nI F z Wo ¢� Wz 0 w w0 L . 16 Cn C zZ oY mO °, Z 'z Q 0 C KK „� g 0 a z m w <o az w =3 °� >O o d w� z ¢ aF W° 0 M = d > > 00 CD co Q � o r T�v••e� .ten 00 •v Z N r 2 00 n N N E T T cN r (V Z Z E O m 11 E 0 J Q 0 J JOB NO: 20-0555 SCALE : AS NOTED SHEET NO. 1 v+ 3 _ m �F• rn N 00 CO 0 0 J L0 u') Lr) O I N m rn (D 11.0 O 0 J Lr) LO CD rn Q O 0 v a E N 0 Lv C J E2 0 E U y U O a U a z y I 0 0 U J N O N 0 0 a N N o• 0 11 m v VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w MEDICINE -1 CABINET 00 F- OE Oz O > CV co CCV coM KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER /^HOLDER N FIN. FLR. KITCHEN 0 M a� 0 CV OPT. 0 REF. KITCHEN _ i I I i I I i _ i I II i I i � I I I I I � I i OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. CURTAIN ROD TOWEL BAR ON BATHROOM WALL c 0 O ce) SHWR. HEAD TOWEL BAR IN TUB OR SHWR. SHWR. o VALVES SOAP DISH q BATHROOMS, SHOWERS AND TUBS O TUB DOUBLE RODS O M SINGLE ROD CLOSETS / LAUNDRY 16" FOR LINEN 12" FOR PANTRY O 00 1 0 00 J�N MIRROR 0 OWNER'S BATH BATH 2 0 INTERIOR ELEVATIONS 42" H UPPER CABINETS — 36" H UPPER CABINETS — 30" H UPPER CABINETS — OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o o BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 30" H BASE 0 co CABINETS 0o x -- ' ILL = rIN I� F, LO a V-2" C° 2x } LO 00 FRAMING O O O - 1 /2" GYP -1 BOARD FIN. FLR. r FIN. FLR. 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING SCALE: 1 /2"=1'-0" Try, C� V' V e4 V 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. H 'tE co V N (O N eet{ QO 0 _ O O O ,, O J# lL. O N N as "o W M �y V , ..�, M W W ? u- as a �LL as ito 13 O— C N D m m C" �2 W Z IL IL 2 E°'O' JO N ' D d 0 5_Q N Q Z ° ❑OD❑ W z N O � O W UU z o v _ M d N QE3 M z _ LL (Q U C/= Y w o � n o � �N -� w� c o ZD N U on w m m g..... E Imo. III' as U)® p Q o w see AL A o JZ w C• Cl) z Z o S z U- aE o ZO oo }N �� z® o a E U Co tt Eo UO O N oa d z �o1. �� a Z Q L ro C C zz pY U m o o� Z F- y ro Q W Z (� N o� Z ao CL � o w= w< 'o O to, V oz¢ a= OU E2 >� L `° 00 . CU cc O Q � CL C 2 � CO m O d' T N T OO N 1� T m .i.. � 'DM N CN T r o z Cr z , E O �; `a FL E U J Q p JOB NO: 20-0555 SCALE : AS NOTED SHEET NO. 2 Ii I;I 110 i. I r'b h IIL�iir�i.i a :]i.l;�tl la ca.,�. '1' I I 1 11 1 1 I 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. 14'-0" RIDGE VENT 12 5� FRONT ELEVATION - B1 12 �5 SCALE: 1 /4"=1'-0" T-0" RIDGE VENT 12 �5 LEFT ELEVATION - 131 CALE: 1/4"=1'-0" J FLO 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. N W �� c 0 � O V N co 0 m c r M N OCD LJL LL 0 2 co6) -coo _J *k W W M '� LL — l.L U. 0. n. M I W y a �mLL as W0 Apo 0 -0U)� Z_ C O m 0 y �' 'rp o r Z; 0° c 1' W �E°'a' <oai rn m d �p rnx z N Q M Z V 0 J W M O z a0— O z O v. J CZ N Q13 M U) N z V LL I` —J V) Y V w O O m w NSOL to E t� 0 '— U m LU T 0 88 _ .. . C) o N Q ° ° m \� o O w M co ¢ a z Z< LL_ c E oo Q� 141 O u <Z Z' o� r6E — X 0 a< 0 0 0 U 0� O E N 41 z <o ¢ 2Z rj L V) C _ c O m 0 O� Z W J ¢ ° �z h N 3 OU § <0 U W NW O <° oZ r O =3 01 i0 O VO w� 5 a 003r 0 CM = L f0 c� `/� 0 ■ _ C (.0 ca J N ^ O r^ �i C 0 v CV �1.}. Z 3 C:) 00 N N ,�^ rY i— E t"— T T CY) 0 Z Z E E C) N N m c c a U Q p JOB NO: 20-0555 SCALE : AS NOTED SHEET NO. 3.1 - - - I . I I - - -- - -_- —_.._ - I I I 1 11 1 1 1 TiI I I I -i'I rrl,tr ,, 01A i ;1 t,uueriii Hi',uuA fi 11 1 11 1 1 f i I I I t u i Ii c a O _r 60 1 12 5� 12 �5 EXTENDED OVERHANG TO BE CENTERED ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION - 61 14'-0" RIDGE VENT SCALE: 1 /4"= V-0" RIGHT ELEVATION - 131 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. \%wit -I! f I ';��w tw', V IV lb r C) • ' S�P� _ Q��O FLO..•�� v �'?OFE SS\011t, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E oN�o m O O . N C V i t ® Li O tT W J J O N CV N Cq u_ LL CO 1 ® ...Mcp� J U W LLJ fn Q Z 0 U) a uJ w > m u 11- 0 <rnrn =Oo Z w ' a)o �m O mom`° m� U, Z IL CL E m °' J Q d 0 N Q M Z 0 z U °L)II I W M Z N O O O � Q J M to d N Z 'moo T U Cn Y W d C � a 0 to � � w G o a N 3K Elf r- m E 0 8 m = U o 4 ¢ a o sm o CIO w Cl) M Z ¢ o Z ¢ � Q E C) zo Wo }o <� z® E co 00 co R� ¢ 0 O B [V t a a z o Q < w Z ¢ O Y m Z Z ZU) J R ° Z Z Cn O¢ Z 0 LL Z mF U � <s ¢p x F[�Y O < F O MillCO v A ' a o3 O 2M = N a) aI C6 L f° 0 '� M co O m LL \� C O �F V .Q N Z I 00 V2 (a)N T T M o c :3 N Z Z O M a E v a cc JOB NO: 20-0555 SCALE : AS NOTED SHEET NO. 3.2 i i 1411 1 � Ai :€¢A r I r:.. .. Fr r �� i i I x 00 rn C 00 O L0 L0 0 I O x m rn c m 00 to 0 J 2" 1" fV iv 2" iv 00 1" VARIES *NOTE: FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" �2�' BUILT W/ STUCCO. EDGE OF OPENING 1'-10" ^ iv r 12" CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS q 1'-52" 3/4" RADIUS 1/2" RADIUS 1" 4" VARIES VARIES Cl) M A-* � " ` �'N CAP iv 1" 1" mo 0 cam, CV 21 2 ___112 VARIES VARIESgo rN 1 1 1 1" 1�_0„ 1„ 1 1/2" RADIUS r 4" 34 a nNa co - T� 1 1 41" 4"2 06 3" r- d' 4" 2" T � MIS � VARIES 12" 2" 2' 32 11" 32 1" 1 1 8„ 1 2 1/2" RADIUS BASE �, co • `y BASE a CV �4" y 12" *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY 1" SPECS. IF NOT, DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF OPENING 2' dN 1'-6" 1" 1'-4" 1" 24' • � 1-1/2" THICK 1-1/2" THICK 0 N 101, �M 21" 4 IV IN 'M d. 10" 6 6" all zN 2" 4" 3 6' 2" 2" iv w w ^ri 21' 1-1/2" THICK 11 TM T 2'-4" � f 52., 1 5" 52" 00 174 1 4 3„ in a a' 1" 12„ O L I - ff +fir VARIES VARIES 1" 2 w Q M N 22' VARIES VARIES 4,� 8" r--------- c� 00 z co 'S'6° `° �2"yN ''#ffLL__"119LL 1 32' 3. �D'� Q 2 4a" �.�� KEYSTONE F11 b OPTIONAL 4" GARAGE DR. OPENING 4" 00 KEYSTONE F11 OPTIONAL 3„ 3 a 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP.. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" 4 2 VARIES 2" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 1 s 1 14 1''64' 14 1 12' 54" 2'-1" 2" 4 " 5, 1'1-11„ 1'-4" T-8" 4" T-0" 4" 10" 1-4" 101, o N T' D'1 iivv CV - ci RsA� «o ' -M_ • 070,. z CV� O GENERAL NOTES: M � - • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH G� O GV O c� ti CV O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E. m o°o �y O U p°rppop N N ik # P, t` O, M N N J LJL ! ® is ' J A 7WN LL J d C vi Q M u_ > u W Nz 0_ rl. Y 0 13 .0 q -, () g li . :P C , m m O 0 W 2 EcP N � �p � � Z C N O N Q co z R 0 N U Z 5 ❑❑❑❑ W o z N O o grym Z CD /1) `rI J M d O N h O ^ , .O vi 0 W Q N V) W o § 2 ~- U M m w E 0 8 r = £ y 0 y C Co=Q 0 sm o C.0 � w M M N 0 Z Z G LJL 0 wo �� >N a Q E U o° z Z® oa _CL X O o¢ p U U U O � o L¢ <o ww rQ Cq C O o tim .0 0 oLL 'aW N 23 0� z ga °W ca. W LL m 0 <z �¢ � oz =� 0F �o II� o O CD0 w� I F za °3 °M ai rn m L fa 0 00 c C0 J O I� W uCl N Z N = 00 N N r r T T M o z E O 0 n� 0 _j a o JOB NO: 20-0555 SCALE : AS NOTED SHEET NO. F1 .li ...1�ill a Intl A116W,LIYY111!� I,akam.l E :ii 1 _/ I ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. POWER CO. INTERSYI BON TERMINATIOIN NEC 14, 250.94—/ 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. opper to lights 8 outlets opper to 20 amp ckts copper to WH copper to Dryer t Alu GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to th p g o e a pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER (FqF t"Z::1wP 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 $3 THREE-WAY SWITCH '4 � FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT �� FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PI3 PUSH BUTTON SWITCH (OPTIONAL) I [e]D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) I e USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) T 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT VI ELECTRIC METER a ELECTRIC PANEL _11l DISCONNECT SWITCH ') ROUGH -IN FOR OPT. CEILING FAN 711— CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L T J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT A r Y )�I PA O j CAFE OWNER'S SW� ITE T ROUGH -IN FOR / / OPT. CLG. FAN/ LIGHT PRE -WIRE u RECEPT. FOR ALARM SYSTEM � I ra� �OJ - ►� '' , lirl I / I I I I I 1 I \ I I ` FAMILY RM , i G � ROUGH -IN FOR l OPT. CLG. FAN/ LIGHT PRE -WIRE I l U.C. OUTLET FOR DW I U.C. OUTLET _I I ! I I GFI / GFI C—---------- GF�1) F_ _� / I D.W. I / / 1 IN / DIS IPENDANT AS PER SPECS mill `Fr �_ DEDICATED RECEPTACLE WP H.B. FOR MICROWAVE RANGE GFI DISC. HOOD PER SPECS I� J111111MI VERIFY METER LOCATION WITH BUILDER H. W IRRIGATION VERIFY LOCATION FGFI @ 44" A.F.F. -- W H ELECTRICAL PANEL I D I O I I I I 2 CAR GARAGE I I GFI FOR I GAR.DOOh GFI GFI @ 44" I A.F.F. I _ I I I I 11 I I I � I / L---- GFI @ 44" A.F.F. III � ■�� III - Ili ;�■��, ' 111 = ■r ■ -• •- ROUGH -IN •- ■■"� _LIGHT PRE -WIRE 1� ELECTRICAL PLAN - ELEV-B1 SCALE: %4"=1'-0" 0 0 N ti N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Fco o 0 tO coo Q _ ccoo O C N to N N J J 0 f� N MN to N LL x 00 0 N 0) 9 LL � J Xk w w LL LL a a ei a �7 M S ai�u-25 W ( W as Lo > .L y p O mmo WZ�o 'mo�CO ¢� ILW E rn r J❑ a Z Ot p N Q c) Z ❑ LO 0 = Z 0c) V ❑M17"1❑ W M N z N O � O Z � O z o Q= J M d (V E3 N M z o �- LL V VJ Y w n n � a — 0 t/1 �N e L, E 8 U °' w T m... ` E —o$ L � z U o C to a Q Q o' m sm r- w CO M y ¢ p Z J ILI- E W � aN ce 0 k xSo as '0o oo O E N`- ao �z ww Y Lr wo Q 1 ro = c Z5 O VY h 0 Z Z J O Q W to F ° z gO o¢ a u> w o �z �w <F =3 Oa x o k 3 M ai rn to to � ^L, W 00 c Cfl N J O c o d' CV 0-)Z N � T n cV Ln S— ..+— 00 N r T r E c N M Z Z E O c a U _j Q p J JOB NO: 20-0555 SCALE : AS NOTED SHEET NO. 4 1�'__7�­t'-_ i I_T_ d I -TT ATTIC VENTILATION CALCULATIONS - 131 (TRB) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1 /300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ, IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 21.00000 2.000000 Floor 2377 2282 326 1141 81 570 0 591.0 315.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-B1 SCALE: %4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. I �allllar OW ni p r — O� Z 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 - Residentiaf 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages beadng Engineer's signature and seal. W IW- Q m E co fOn N c0 co N V O p 0 J J C) N CV m L N LL lL ® V) �M�� J ik w w �LL wLLa(L Q N c) mL a uu w p > CL .` Y 0Wo Z ca a) CDm m O p W = 2 E°'a �oSg�S Z L p 9 N O E N N Qc�Z U J a Z 2 v ❑❑❑❑ C9 Z N O O O z J co � N m n O (� VJ Y w S j! '� `• O L/) �tn LU 1!__ E 2 o � � U CO d w rn m' L o g 9 = w � `` ° _ 0 4 m o J w M. M .9 o Z Z¢ 20 YN O E 0ca O d l.._ (6 X " OU C!;), U Or i Q° p 0, a Z cliO L QO �W IDS : (d C/) _ C Y ° N O 0, Z, Z --.1 m `b Q W � 0:3 m 4 o� Z g° a w U <s o� =K zID _ C> O wF �0 aF 0 3 CC m L `0 W 00 .' c (Q `° N .-.rrO C - O Q o N ai ■— Z CT2 _ 00 CR N r ai T CN M o Z Z E O M a E U J Q C:.�+ C J JOB NO: 20-0555 SCALE : AS NOTED SHEET NO. 5 —T— —1 11 1111 1 I 3 x m c 00 c0 O Ln Ln 0 I O rn x 00 c0 J u'y L0 0 I N / 3 a 0 0 CL F2 0 N E O S `v a> t7 0 0 0 U i O 2. U a z y 0 Y O U J LZ N N 0 0 a N 0 tN CV 0- CD m 0 C C d 55'-10" V-7- 3" V-6„ 5_7$ 6'-4$" 6, 0„ 6, 0., 6, 0„ 6' 0„ 6, 0„ 5,_28., $ 1 ,. TYP @ 1 STORY T-O" U.N.O. A S3 H.B. T-7" ° ° T BUILDER TO — 2 #5 REBAR ( ) 4'-0" • ' 12'-1" W.H. PROVIDE VERTICALS w/ in APPLIANCE FILLED CELL I 0 �0-0 , ; ; I ; : PROTECTION WHEN REQUIRED ■ . PER FBC 35'-4" 20'-6" 3-1/2" MIN 3000 PSI CONC. N �i o iv I SLAB FOR HERNANDO 10 COUNTY ONLY S3 I S3 3-1/2" MIN 2500 PSI CONC ; SLAB OVER 6 MIL VISQUEEN 2,_74,. 4'-9" 4'-10" VAPOR BARRIER EDGE OF SLAB 2" - ■ I CJ :: C>J I : BEYOND WALL I CJ I • c>M 5'-3" T-6" 01c r 0 ' I o 1Ta (2) #5 REBAR VERTICALS w/ in —G 0 ih FILLED CELL I I _3 1/2" 2'-6"x2'-6"X1'-0" FTG W/ (3) #5 E.W. S3 -.— - _.- T-5" SLOPE 7'-1" (2) #5 REBAR 2'-6" x 2'-6" x V-0" AHU I VERTICALS w/ in I W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. " CC S3 FILLED CELL I "' ici CJ / — — / - - - - -- t- I - - - - .... .. .. .....'....'...'...'.'.... ' �? i 47 ,. 25'-1 /I / / / / 81 , 9'-51z8 .' ■ ■ O � -6"X1'-O" FTG 5 -3 / / W/ (3) #5 E.W.;- (2) #5 REBAR INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM ///�' PROVIDE %2" x 9" 10 RECESS FOR FRT. POOR SLOPE VERTICALS w/ in W/ (1) #5 REBAR VERT ABOVE SLAB i % / HVAC CHASE TOP OF CONC./ PAVER T BE 4" 4'-0" 4'-4" 4'-6" FILLED CELL I TYP ALL PLACES SHOWN °Q / i / BASED ON 0'-0" BELOW FIN. FLR.Av— ■ ■ ■ ■ ■ HOOKED FTG. DOWELS 5" EMBED I i i LOCATION • .::: W/ 25" EXT. ABOVE SLAB "GRADE 40 / i / : : : : : : : : ::: • • • ::::: • :::::: •• ::::: :::::::: ISTEEL" / j/ -----.-------� 4'-0" 16'-10" "12'-10" o 10'-101 STEPS AS PROVIDE 1 �" RECESS / / REQUIRED PER FIELD I FOR SGD. REFER TO / MASON'S SLOPE FOR / / KITCHEN LOW WALLS ISLAND OPT. :. ' •' ................ "" ' "• •'• : lc�: " ' •' •.." . 4 CONDITIONS ■ WIDTH /i/ C�--I REF. ICJ— - ! I ■ — — — TT — ---_---- —_---- —~ — — — — — — —CJ—II — — — — / / —tom _ I D.W. I � � �1= _ -- _ _ — CHASE TO ISL D .,�... ° I I t lit I TYP @ 1 STORY U.N.O. A iv I I I :: I in LO I / / _____ SINK /DISP ( -3 1/2" � I / �' I t (Dd 0'-0 „ I / .• / I I •: I Ill _ I o r o I o d TYP @ 1 STORY U.N.O. A S3 -10" 1. Z-10ff" I_ 5'-1 FOUNDATION PLAN MONO - ELEV-B1 SCALE: %4"=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 WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LLJ W J CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS ,: ' ; ::•" '\_ REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER -_• �;�' BAR ONE FOR EA. ' ' ' HORIZ. REBAR, TYP. �' \ U.N.O. ., **Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" 11�1o. %'ate E ••� .,•• �aE ® .•'� ��,�� '••..,.,,.•• ;fir 40 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ip CD 0g � p O 'ITN O v 4 Lo N M N N NW LL 0 0) M c� N -2 3 L Wa a iii a LL N W � 2 � ui M � W fn aj C LL �- a W p 13 J. O R' 00000 G W 2l m J is o mac° m W Z ILW E°'Q' o a 2 N Q M Z 0 z V U Ell] ❑❑ W z � o z o d N +� M z � oC1 W 2 o N v I — w o wa WI � m a� W m — 0 g =9 ®0 U 0 m d ¢ a sm r_ o c0 � w C•M M - ¢ z a J t9 E 0 o o z® o0 V o U O ¢ w10 O 0 ( O E `o ¢ o W z mru 0 C: - �2 °LL Z aCi <w �Z ° U Q o� LL a rll w o w� >O co z¢ aF °U > d' V •> C (00 mil/ co �1 Q U C: Csi /�/�� li m L.L r N Cr) z 00 N N LO r N r o E c :3CV 0 Z z C E O E C ig a U J Q a J JOB NO: 20-0555 SCALE : AS NOTED SHEET` NO. 6 rvo irn UPLIFT CONNECTION CROSS—REFERENCE 1ARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 112" HTA20 1870 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8-8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. /(18) 10dx1-1/2 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)1 Od xi-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HD5B * 4505 1 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 --- 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 34' 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 wl USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" Sp1 555 535 10 - 10d SPT22 735 1 8 - 10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 590 555 12-10d x 1 1/2" 1 HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17-19 LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (6) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 C 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. (A) OR 2 PLY ;ARRIER 12 CONT LEDGER (A) NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN — ELEV-131 SCALE: %4"=1'-0" r 4 .' w/ •� ` j ti— q)N' c*.I to 0 F E 0�►,�"+' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seat. W oo W C1 � � N 4 00 N 50 9 O ul N N J J N 04 tt- LL O d) =5 ii L.- � H N C 0) 02 LL W a s W 0 Z ��0" 0a° coa)0 Wm W000 CO mQ 0 W 2 Earn a z IL N Q M Z ¢ 0 0 U I � Q z U ❑❑❑❑ W M Z � O m o N Q O Q �.d M � N N � o IFM (D C01 Y o a VO LLJ G) (O Lv g LI) zD 2 o c m rn :.,, E 0 8 allw � F i z U 'o v� Elm m Q 9 0 O AILA w CS M o3 z tB E zo ¢ o° g >� z <N E 8 ? oa Fcv _ E N x0 ¢ a'- ¢o �° 0< it ¢ a ¢Oo �w � i M >m _ C �Y . n0 m� O OLL zr Q) J ¢ ¢w z Cl) oa z 30 Uo a 00 W Y C.0 ao i d- m m t6 0 n' W 00 ■ c CO co J ^ LL C 0 r0 W �i _C O M N q' T- N • Z N N L T— T '�0/0''�� M ci ca N z z E Oca E ai FL U J Q JOB NO: 20-0555 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3• Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605,04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . O Safe vertical load Safe horizontal load \— GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1B/1T8F401B/1T 8RF40OB/1T 8F321B/1T FORM k GROUT SOLID O t• W V O #5 BAR CONT. 8F12-1B/1T O V' LINTEL DETAIL SCALE = N.T.S. i0 On Zu F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY ¢' 8 F 16— B/ 1 T co tNOMINAL. QUANTITY OF v� WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS c—precas Tintels = 3500 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 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #51TALTERNATE POWERS MIN. (1) REQ'D L CLEAR STEEL LINTEL d O d ° d .M.U. #5 REBAR AT TOP d ° d MIN. (1) REQ'D ° Q 1-1/2" CLEAR ° ° d d - D ° GROUT n J Q Q L d � o 5 REBAR AT = N W Q ° O BOTTOM OF r n ? w W w 0 UJ) '-*—BOTTOM LINTEL CAVITY u) c x o l REINFORCING ¢ Q " Er _ 7-5/8"ACTUAL PROVIDED IN LINTEL ° z — Q W 'n Q <3 3ii m D D A, #5 REBAR AT E ' NOMINAL WIDTH (VARIES) U) 1-) L d Q 0 Q o AS INDICATED 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 O O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN — ELEV-131 SCALE: %4'=V-0" t p//off",ifs R piW �;. ro w \ ( J C " T. { 0 s'��, �"see"e•es."a""sp� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a E o "t g m N tp oD i! 0) M N n N# N J J 00 LL LL ® of � —J �LLN LL J a nw. LL 0M a > .� LL W N a a. 0: Y 0:g Z -0 ma;o 0 mm OG W'fu O r- CO m 0 ag W Z IL 2EC? v N Q Z o <0) Q O N co 06 U FIL J Z W 7 z N O � o Z a z d o M tJ'1 Z aa LL ,V/ rl .O Y w o � a Ln c tills WINr w rn ` E 8 m ty _ =0 1 U ) 0 � `� iu e ® 0 co co W co M M z z o 5 QZ Z O C O o 0 Z o Q Z f0 �= Up tcu 0. xO ¢¢ �U O, O E N a 8 ¢o Q Z ffiw L =:, � Z Y a ' 0 0, Z Z ^ Q� J Nm a ° Q W �z N v) O N Q 0< nZ U ao o� rk o CD H o Mill O CIDLLlY �} a= UU wZ ct zi¢ 3: 2C O = >� ui rn m L t0 0 00 M J CN -0 O ate• 10 Z CNDN I.n r r /0///0�� w CD r- T M o Z E O t`n a E U � a Q 0 c c —J JOB NO: 20-0555 SCALE : AS NOTED SHEET NO. 8 - - - - - - - I 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 31 ST, 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 11 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 GE 0 EXPOSED EDGE F THE 0 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 ± 2 INCHES (914 ± 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 Y2 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 TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1. 2. 6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 3. 1.3. ALL ROOF AND FLOOR TRUSSSHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th 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 L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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-1-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 3/a„ 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-1-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 WORST CASE DESIGN PRESSURE TABLE 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 BUILDING DATA CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED FBC-R R301C "" WIND EXPOSURE -- ( ) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 31/2" MIN. THICKNESS WI 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 @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS 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 11 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL 140 MPH + 29.7 PSF / -39.6 PSF END U.N.O. (END) STEM WALLS. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 160 +25.2 PSF / -28.1 PSF 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 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 12" E P R 7/16" U.N.O. s 5/ 1 STRUCTURAL 3 x o L 1 . IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 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. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES, 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' 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 BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS To THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE , SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. 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 NOTE: PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIEE DOWNS: AN 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 1 FASTENING SHOULD BE TYPE "W" 1Y4„ DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND 1/8" SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy= 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy= 46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / ACCESSORIES SHALL CONFORM T0: Fy= ITH G90 4.5.2. SHEET METALCOATING NAIL DISTANCEFROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL -87. GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0,162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TOLLFAST INSTALLATION. OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 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. NOTE: 4. 5. 7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE "J" ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 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 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least T-0" away from the building side walls. 3. Irrigation/sprinkler systems 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 518" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - Cgrete ouerpog and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy 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. `a�te►�s�t �coE�® , . F 1,-0 p�f7`tPPrfffillgi4le�!!� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N QU to Cc v E cc N '0 lV M N N ( COLL LL ® t/! 2 CY) - w w 9 LL u- LL a a- ge 11Wa L Y Zocn°' 0 OF o a m m C)W S y 9 'rao�� o rn W Z E _j 0 �0Ln NQMZ U 0 J g Z ❑0�❑ W 'r Il M N 7 z co z a. N E3 z o � U LL I r' (b .0 Cn Y u, a j� o a ?`+ Ul L E o wa � � U m LL, ` e 0 m; . = 0 e� oco w M p Z �d u E wo o o >N ;? o E U Uj ze FC6 - N a0 00 0 0< a <o ttw ro of C - y U m� 0 o� Q) Q W z to N 0 Ci 02 U a U<o LL Fr H O C, Z wa =3 y0 O CD _< a= r °� = M ,o = E >4 ai rn m � W 00 .ico c CO Nt CD N d. _ = C:) Z T­ I N N r E (000 +T N co .. o z Z E 0 U) c m d E U Q O -j JOB NO: 20-0555 SCALE : AS NOTED SHEET NO. SN ;. i.i:i� It. 1ilff Nk-7iljuhl,:. ilkaT.�_�u CORNER OF HOME GARAGE SIDE Cam' W ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6-0" + + + 6'-0" + + + + + + + + + + + ++ + + + + + + + +++ +++ + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + Fo + + + + + + + + + + + + + + ++ ++ ++++++++ + (r' 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 0.280INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x p 1-1 /8" or two 1 /2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1 /2" 6500s 1.8/1.7 Wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 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 —I 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 %" 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 over squash=20 blocks and Non stacking walls wall or beam below.* require additional consideration. Check local building code for appropriate details in One 10d box areas=20 of high kor--20 sinker lateral load. nail each side 7-O� at bearing. TANK -LESS W/H 5'-0" STUB -OUT FOR GAS METER O O 1 FV • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR 3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. T-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block I (2x4 minimum) J Bearing wall, Versa -Lam LVL or Glulam Beam FILL CELL w it CONT. #5 > STD. 90° BAR HOOK STD. 90° HOOK r— BOND BEAM SIMPS( w/ (22)10d NAILS TYP. GIRDER TRUSS - CONT. #5 BAR 2X TOP PLATE #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # FLOOR above to bearing below. STUU 2ndDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max. � 4" max. Clinch nails when possible Tight fit 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearing Location Series De th End Intermediate ® BC15000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d BC16000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60sP 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s8 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist, - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : for vertical load transfer Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* PatWhen joists meet over wall, provide �1 3/4" minimum bearing for each. U Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls Od nails SECTION @ INT. BRG. WALL require additional consideration.— N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES —\ _ D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 6" A 1Yz" ROUND HOLE MAY J 6'� 6" DO NOT CUT HOLES BE CUT ANYWHERE 1N CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" '-7" 1 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. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. i.0 SIMPS( w/ (22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VAIN. 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. /4"-2" gap 1p 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. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger, doesn't meet height requirements 7. 0.6 X Joist p `depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM A. SEE PLAN FOR—"•• a . • ' ; . ° ° FOUNDATION INFO ° " a' ' STEM FOUNDATION GRADE REINF. SEE PLAN 14 Tr TT 'II i-VU k1r1H0c 4 rvt✓ SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION a@ 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 i 11 I=.wlan ;. LEI I � 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"—\ CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE / r PLUMBING LINE a d l • aa: a a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE aQ • d a a � n a4 v a SEE FND. PLN. SIZE & REINF. kt � ti !/pe ���`�E1gt1R!!P011tff •• F L. 10 ,o To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Wp vg co _ co pp co V N # N (0-�r- O m (O J M N N N � l'JL LL a. 6. '� LL �- 1Sz LL. () AM LJi_ � 5 LLl 0 0 18 �a�o �m0o W 'a0r- a�ao 2 E °_' O� T 0 °- 000 LW z � N O N O U 0 J Q Z z 2 0 U ❑❑❑❑ W a) N O S ¢ oE3 _ M 0 C1Cr3 Q) LL � •0 _ of Y i11 0 ® Q N — uj o " w E z o$ dEEMENM C) o c U) W o ° ®� o CID w co cozO z z < !Z E O E �o c no ' >N z zN z® L U I"- no _ O E XO a �� o a< a o "z - cn = <o z o� m� o of z v wm a Qw m N Q 3 F LL R z o a mF o NZ V >� CID v 61 < o 3 M `` �' W> ui rn m L `0 W 00 .> c CO `J N Q U O o v_ C0 m a E r--.. �. o N d- Z O � r Lid r = N Ili /OO� w N M o z M z E Q E N a� m ii v 0 ¢ o � JOB NO : 20-0555 SCALE : AS NOTED SHEET NO. SN 1 x m rn C N ,2 0 LO LO 0 I 0 m x 00 00 J L0 Ln 0 t N / 3 N v E 0 x 0 JN N U 0 U i Z A) cl- cl- z N I Y i 00 U -0 LZ 7/)_ _IVIF -IV)- 7PF_ 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1(2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 "SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS a „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS .) (OR / GYP. TYPE X„ @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S,P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w( (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (1) ROW 2x BLOCKING @MID (12)10d NAILS U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. @16" O.C. W( (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR ONLY" 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS "J" AT FOUNDATION IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE 5/8"° x 10" BOLT @ 24" O.C. W/ (1) LAYER TYPE II #30 ( ) (2) #5 CONT. ON 3" CHAIRS TYP. 6 x 6 W1.4 x (TYP.) M A Cl)„ 2"°x3/16" PLATE WASHER (TYP.) (ALT:1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF PITCH > 4:12 WWF OR FIBERMESH ER I ELEV. 0-0 OIL OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 c a (2) LAYERS TYPE I OR TYPE II A.F.F. ° ° ° ° ` O.C.) 2" WWF OR FIBERMESH ATTACHMENTS 2" \ WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. a =I I I -I I q _ - = I I= I=I to . ° ° I %�I-- I 1=TI (� P • (� -I I I E ° ° ° a ° ° a ° a z ° a ° ° ° ° ° a ELEV.4-3 1/2" - 4 ° A.F ° 31/2' MIN. 31/2"MIN. I SEE R905. PRE ENGINEERED WOOD TRUSS 24° O.C. U.N.O. -I II I III-� - I - - 1- - r �TI,�I =1 -I - - I1= I - I --I I ��I �� a ° 2x4 CONT. ° `_` ° ° ° g ° a o ° ° c� _REQUIREMENTS - _ ° - - - 1/2"(min.)- 4" p a • . - - I I TfT, r � -r a • T _ ° -_ - T(�(j 1/2"(min.)- 4 u a - - „ • o 12 HURRI ANE ANCHOR EACH @ (TYP.) TRUSS (SEE UPLIFT SCHED. W/ ) -I I (I T - I � I _ I ° ° ° ° a I I° ° a ° a GARAGE DEPTH VARIES 31/2"(min. - 4" �_ _ -� III- -�_ _ 31/2"(min.) - 4" =(TI= I I - in - - - I - T� VARIES METAL PL. UNDER EA. TRUSS 8" ° ° ° ° ° 14 MOISTURE BARRIER (2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. '' rr►' `-" TTTg TYPICAL INTERIOR BEARING MIN. INSULATION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B U.N.O. MIN.U.N.O. TYPICAL BEARING WALL STEP SHEARWALLrc_�)iTYPICAL BEARING WALL @ STEPrc NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4 -1 0 „ - „ S3 SCALE: 3/4 -1 0 S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. - HIGH ALUMINUM DRIP cpN��N�pU��y EN TH STRENGTH STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE X' @ GARAGE ALUMINUM FASCIA \12'•N.O• 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING W/A HABITABLE ROOM 2x SUB FASCIA NAILED W/ 8d COMMON NAILS 4" 0/C @ ABOVE) W/DRYWALL EE SOFFIT 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS @ 16" O/C SCREWS 7 O.C. �° CEILING & 8" O.C. WALLS SHEET 2x STUD LOAD BEARING OR INSULATION PER FBC AND ENERGY \ No' co j�NUp (1) ROW 2x BLOCKING @MID HGT. 8"x8"X16" KNOCK -OUT N KNOCK-OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / ` FOR WALL HGT. s 8'-6". (2) ROWS NOTE: 2x BLOCKING @ 3rd PTS FOR INSULATION PER BLOCK W/ CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR WALL HGT. > 8'-6". CHART ON FLOOR PLAN FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL SEE CC/S3 OR N 7/8 STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR "J" LAYERS W/ TOTAL THICKNESS 7/8" OVER „o „ „ „ „o METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. x 10 J BOLT @ 24 O/C W/ 2 X 3/16 CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILS NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. PLATE K.O. BLOCK (10)10d 5/8"DIA. EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) (6)1/4"x31/4" TAPCONS "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 SPACE ANCHOR BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 i; w/ (10)10d NAILS �, 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED Q BAR I- w END OF 2 x PLATE FWWF OR FIBERMESH r cq 1x2 PT WD FURRING 24" O.C. @ ARCHITECTURAL FINISH TYP. ASSUMED FINISHED ' ' GRADE - c PER MFR INSTRUCTIONS ° z w #3 OR #4 REINFORCING BAR U GRADE 40 MIN. F740kSi #3 & #4 LAP SPLICEco n . ° a _ =1TI=1T( m 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS(SEE MONO OR STEMWALL z ° FOOTING MONO SHOWN T ° �, - - - ° p FINISH GRADE O° M - 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fg w_ . I II I=1 I f= • TI fITITj U.N.O. FOUNDATION PLAN LOCATIONS) FOR CLARITY ° _ °° I- -� ao -' 6 MIL VAPOR BARRIER I� o ° I �[ �=Nffm,� I I- ° M W_ - LU R 1 7/8" "' #5 REINFORCING BARFOR _ 1x4 P.T. BASE NAILER p p P ° o _ ° III=III= = =III -III- z z ' ' I r #5 LAP SPLICE (2) #5 CONT. I- 4"x4" INSPECTION D =III=III=III III -III= NOTE: ° • -I �j ��� III -T ON 3" CHAIRS 3 1/4" BASEBOARD PORT AT EACH _� g III=III=III= III=III= N *FOR BEARING WALL -I COMP. SOIL. (COMPACTED TO ° a _ 36" MIN. LAP [36" MIN. LAP] (TYP.) g" 1'-4" g" MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL W/ UPLIFT ONLY - - - -__ _ 95% MODIFIED PROCTOR ASTM 11=� III=) jl �=� � TI I I=1 I� ffj I I LTf 10" MIN PSI MAY VARY PER AT GARAGE CONTRACTOR cn To CUT BLOCK OR POURI_-1 -I -I I -I I=III==1-1=I 1=I I I=I I 1=1-1 I-III=III-III -III-III-III-I I=III-I -I I=I 1=III=III=III=III-I 1=III-' D1557) 4" 1'-4" I #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. CURB DUE TO SLOPE i TII II II II #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLABW/6X6 d NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/ UPLIFT rG W1.4XW1.4 WWF OR FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 E SLAB INFORMATION. SLAB INFORMATION. 00 C1, _ m= r ° i 6x6W1.4xW1.4 SEE PLAN VARIES 11/2"RECESS FOR 6x6W1.4xW1.4 ° III I=1 I = - 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH 6 MIL VAPOR _ Z t , I min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS 1 I D D • I I T ° a _ - a GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO 7 N ° °' e COMP. SOIL. _ - - - - - - 00 _ _ _ _ _ & LAYOUT DESIGN a a TOP OF BEAM (COMPACTED TO 95% MODIFIED PROCTOR I I TfT Ti I -I I - - __° - - (1) #5 REBAR OPT. T = _ - I SEE ROOF PLAN FOR STRUCTURAL a ' A a _ a M r �nl ���I ASTM D1557) �� - 1=SC�tE�F��INFNCLOSURE ' 11_ III-IT�,I I (- (2) HTS20 BEAM SIZE & 41 `� 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) STD. 90 HOOK SEE ON 3" CHAIRS TYP. L4-V-8" STORY) I- I-� I- I - 4 r� "SFr MIN. CONNECTION INFO co - a I TI= U.N.O. (2 DETAIL) 2x4 P.T. PLATE I 2x4 #2 SYP P.T. FRAMING w/ I -III Inl II 1li-�- SEE A/S3/J/S6 TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L 6 7/16' O.S.B. MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" = 1'-0" S3 SCALE: 3/4"=V-0" S3 �w � SCHEDULE OPTION #1 1/2" GYP. BD. P.T. 2x Cc COLUMN LOCATION Q > Q � J 6x6 P.T. #2 SYP SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. „ HOLD FROM SLAB F5 Uj ABU66 SLAB STEP & RECESS S.G.D.K"M� 0101, J CONT. BEAD SEALANT SCALE: 3(4"=1'-0" S3 OPT: DEPRESS SLAB 5�" DEEP AND 6" BEYOND Q DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND `..: �: ' INTERIOR 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT ,`, 3 1�2 COLUMN TO PORCH SILLAD�OOTINGNRY w/ 1/4"x3" TAPCONS AT 8" LL AND CONCRETE SLAB 14" O.H.D. RECESS � 13" O.H.D. RECESS _E � . e.. "' GARAGE ATTACHMENTS & 18/D1 O.C.oc PAVERS z M CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS • J I r W/ DRYWALL SCREWS 8U.N. EMBEDMENT @ 12" O.C. @ STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, TO FOUNDATION PAD MAT REINFORCING. ' .." . •; ' CONT. FOOTING STEEL f - qMQ. ' �•,�rR •' • Cl)•,_ - ' ' .'' 'a ' r LI _ -r . �=r� F I •. .. - - d I •• • - PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT c SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS ch 00 z GRADE -j 1Tf= I .. a oo f ii -' 0_0 , ... „ IT TENSION 120#) CONCRETE SLAB = M FILLED SOLID SEE PLAN FOR _ = _ _ a _ _ a •:. _, III '• •• ,.a. ,. 6 x 6 W1.4 x W1.4 c� . a C WWF OR FIBERMESH �, SIZE AND REINFORCEMENT) c�LU a = = = =1 =1 j rE 1 I ° °• FI 11=1 -1-I I=I=I v •� �� I _I I� •� ` : I- _, _ a ^ PAVERS PER w o w Ln w I I -III I 1=1 1=1 1- z (= • ° I ♦ r `'. L I 11 . - T _ 1 = ;III=I a Q BRICK or SLAB o o 1I ! a a -_- -_- r, z Q� SEE A/S3 OR J/S6 _ I �' t I- I- _ I _ SEE A/S3 OR J/S6 - i r1r „ I -T M 6 MIL VAPOR = i'- _ h _ _ - _ _ _ �I I= -I �, L -I 1=11 f-111=1 1=1 fF -; �� �r 0'-0 FIN. FLR.� COMMUNITY SPECS � . _ _ - Q w I �I I I I I III I I III III= FOOTING v FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3"MIN. CLEARANCE BARRIER �- � .�I I BEYOND I i I ' V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 STORY) -r- -t - I-T : '; a _.r.: :. ,' -III -I -III-' PAD REINFORCEMENT 3" MIN. CLEARANCE 1' 8" 2 STOR ( 1'-8" 2 ST RY ( ) 4 4 " •••� a ;� SEE FOUNDATION !�. (SEE SCHEDULE) FOOTING WIDTH - .� • • . CONC. PAD INFO, :.....:...... SEE SCHEDULE GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD PATIO COLUMN FTG. DETAIL rN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. } \N!lttti[ Ltd a - V a . •••., F LQ •. g �,11O�ESS10�l���� 4111411 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 9to QN ik O O O .- s J J ) y� ON Q V M '�6 lL LL � J 4k w ul. ..a) ai :3LJL N LL � C d Q N c" LL. 0. O le Z ��°' 0 , 29 W CNto ice mmSo W 2E�rn Z v <M Z N 0 -,oC EOLD < O � N O U I__ z U ❑��❑ W z � o z o < =; Q d N M Mtn ,zh O W V C7 Y C6 LL, o o Q •O L„ �N rx E w. �- +J m LJJ r-- ` E O 8 = zl1 U o • sm o w M zo < Q E E wo Wo z �o <� z® oa r6 N. U -, U0 O UQ D L w p az w z W r./ _ 0 Y U N m0 0 Z m ¢ a Q W �z MEN 0)J3 Q 3 a2 °� z d0 �w U <�0CIE CD CID .z ` �W >° o� �i 0 U 2 >� N L f4 00 ca C O N •V- ZLO i 00 N N r ui w M CV o Z CU Z c E E a? f6 c a 0 ° < o c JOB NO: 20-0555 SCALE : AS NOTED SHEET NO. S3 (MONO) • •P4 - 11 1 --r 3 00 �f- rn C GAO 0 0 I N i 00 v- rn C c to 0 J Lo In <n 0 I 0 i rn 0 a N N o- E co aD E 0 _ v c c i LZ B Q v V i d 0 a U _ i Z co I Y i 0 v 0 J IM 0 0 N v 0 o C) C) N 0 C) 0 m ,o D (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 wl (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK TEEL ANGROUTPLATE EVENLY WALL IS 1 1/2" MAXIMUM 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT 12 (TYP.) SEE ELEV. no HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALRIOR FULL 8x8x16 BLOCK SIM SON SP2 w! (12)10dFACE OF BLOCK WALL IS 21/4" ❑ NAIL AT EACH STUD BLOCKING @ EACH END W/ 10d @ " O.C. FROM EACH HEADER FACE O BLOCKING WT2x (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +� + STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES 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 —DOOR OPENING DOOR OPENING DOOR OPENING Ct 1/2" EXTERIOR GRADE SHEATHING u MR-iFASTENED TO TRUSSES WITH 8d 1 ❑ ❑ 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/ EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) WALL CLEAN -OUT A WALL ❑ ❑ ❑ O/C FIELD SCALE: N.T.S. S4 ❑ ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1 ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. MAIN SPAN TYPICAL SECTION THRU WINDOW KB MASONRY LAYOUT D SCALE: N.T.S. S4 MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT °O d tit a a ° d a d 8" STD.90°HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELLO (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. �3 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"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J 10 J IX w IMENNEMEN > 1 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 Ill�i� CONNECTION ASSEMBLY .i, GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. d 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. SFFA�00� qN 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE wl MORE '6 a d THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 16 a DOORSTOP PSPN516Z w/ (12)16d NAILS Z: a MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF DOOR • -V&,, SPLICE STAGGERED lo J-BOLT TRACK BRACKET vvvr. r r,nvr. W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) 1 (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 (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 SIMPSON HTT4 TYP. Op O,Q U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SL� SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d �Q d ATTACH ALL - EXTERIOR STUDS W/ I4� 16d TOENAILS TO TI P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 IVA P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a SIMPSON SIMPSON SP4 SP2 .r NAILED INTO TRANSOM FRAMING SIMPSON SP1SIMPSON SIMPSONSP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 EBL USS BOTTOM CHORD OR 2x4 OCKING W/ 2-16d TOE NAILS EACHEND w U W 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' Q.C. MAX. P.A.F. NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR Fi P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) °o • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° e ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDUl l-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 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN, 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T, PLATE a � � 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 d 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE 2X BLOCKING �(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. C MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o M BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" 0/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2X8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY--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 KR� SCALE: N.T.S. ��o\ttttlEllOPf�/l�tj�J N W i/41 ", SRO O -4 ` T r •'• s ]� F k- %�®� a�0FESS�0�r\\N t4lt�,�t`��� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W� E .0 B Q � O N n oao N (p W O O D) ® M N N t0 J "INro LL -� LL M �LLN22 it W W LLLLo a ch a > m u- W N d a (L W mom(° gaM Z Earn N Q M z & CL o a Q O 0 d < Z U U i- ❑❑❑❑ W z N o z o J M o_ N o (DIM C/J Y w � O ,,, IT (D cn ' m V22 u.s r-- C) 00 E 0 allm =w � w U o' 0 C u) o ° i-4 m o c r W (M M z ¢ o ZZZ a E �� oLL Q@ ca_19E'z =® a F— (6 OE x° od �o �� O @ 4% L zaZ a oo Qp J W (n Cy U NO o o' Z U:) QW (n 3 s �� zo ww >,� oF� cD wo o_ � oW zl¢ o0 U > �J- a) rn 2 L f6 W 00 c t0 co N ^ O CM i m CD Z N (3) r LI) r 2 00 N N r ui E w M o z = Ecu d U _j Q p JOB NO : 20-0555 SCALE : AS NOTED SHEET NO. S4 j ___F_11 I- -1`rl _VWVIFi TrT.I.F•lF A�,,FTFfii III I :il 2 m rn to 0 .J Ln LO 0 I N S m i2 a� 00 CN 0 J SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w! 6 1 TOENAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) () Od x NAILING SCHEDULE FOR 2"x4" 10d x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H10A w/ 18 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES ( () ( ) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 12" AT EA @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER1 f AND NAILING SCHEDULE @ 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1 Od 3" FOR FIRST FOUR ROW EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT ' "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO ; 48' O.C. EACH JOINT W/ (3) 10d @ 8'-0' 0/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ •• AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) J SIMPSON HGAM11 W/ (4)114"xi 1/2" SDS SCREWS TO BLOCKING & (I 1 /4"x2 3/4" TITEN TO CMU 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w! (10) 8d SILL 1!2" CDX PLYWOOD OR EACH JOINT W/ (2) 10dIII FROM LEDGER TO ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3 3 0/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED LTHROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 10d NAILS 6" O.C. INTO 2"x6" P,T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" 0/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"11/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 2 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S`CJ SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL WI 2 16d NAILS SIMPSON H10A w/ (18) 7111 S 2) SEE STRUCTURAL NOTES SP8 FOR 2x8 WALL) OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24"7 TOP CORD 4" MAX. O.C. (OPTIONAL - SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 1 Od NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2) 16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL If BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" O/C BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" 10dx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 () 1 Od x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J ON SHEET S5 FOR r N +- SEE STRUCTURAL OUTLOOKER @ 24" O/C X-BRACING, AND TOP T NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION `° 00 SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 1 1 1/ .. 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT�_AT "L" BRACE TO EXTEND -2x4 RAT RUN BRACING 1 1 2 • EACH JOINT W/ (2) LEAST 90% OF WEB AT 24" O.C. ON TOP OF 1 1 2 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d /� 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" Jil►� OSB SHEATHING ATTACHED AT EA. TRUSS JOINT 2 2" x 4" LAMINATIONS W/ (1) ROW () (3) 2" x 4" LAMINATIONS W/ 1 ROW () (3) 2 x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THEX FIRST (4) ROWS OF (2)16d NAILS : W/ 10d NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD O/C w/ (2)16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1 Odx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION D B.U.C. SAME N F UMBER 0 ROWS, SAME SPACING) ISEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-a' S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS r� SECTION g 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) 1Odx3" O/C TOENAIL 6" O/C W/ (2)16d TYPICAL (2)16d PER NAILS JOINT �— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj�� RUN ALTERNATE NON —DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. SrJ 1 GABLE TRUSS St "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. SrJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6' OVERLAP -MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)11 WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) Z Ill \-BRACINGWI(3) 10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM1OKTA 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 20'-0" MAX "1 BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -J SINGLE "L" BRACING DETAILS 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91SCALE: N.T.S. S5 20 -0, MAX t-CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. � ---� ----0 — -- — — — — — C� LU 0 o O Z Q W W Q O r _ X Q 03 Oj o is Q O ' 0 W d W ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON —LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"1(U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2'W FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"1 1/2" SDS__ ^ vas '_ -- GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSUN SP2 W/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION ?1OW q S • •:o F,N • C-4 v a �& ii it, P f HS To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. .4 Co to W 8N r�#1 Co V NOOmto ci 0 uJ J N 0 $ 0 N M Gn _0) LL N LL a o Ia 4 cn W N� > m L� °.. a w o Se 0 O Z � U) 0" of = m m O 0 W2 Ae N E9 o-, ¢J 0 a 0_ 2 Z V N O¢ O C14 U Z O V ❑❑❑❑ W In N O z o z Q d N N � o CD V w O � n Ow E o � � U m m w � r— m E 0 8 ml' = U o acv m • 4 M o w Cl) 2 o Z Z¢ - zo O O Z® ❑a Cc;ro XO o =° U o< o CV a< W°= o ¢❑ &< wz r wJ L 0� Nm m� 0 o, Z F Cn ¢ ° Qz Z N 89 gz mw U <>2 'xa C> O d za � 8 > d' ai m L cm (D >� 00 C CU �\ O 0 m LL Q .QCN a� V V N N T'- m �OO''�� C) o Z Z E O N C a Ci J ¢ o C JOB NO: 20-0555 SCALE : AS NOTED SHEET NO. S5 _ �Ih1"11 II I.Ii1'111 it 'll iiallll'3111 i1AI I ffialhi d�dIIIi YG IaB111111N'�II rIIR h.4 161iill1";. 3 s rn aLi _x O J Ln Lf Ln 0 I 0 / m 0 0 J Ln L0 0 I N r Q 0 0 v a EC E 0 CO J U 0 UI U N O U a z y I Y i 0 0 0 J ti 0 C n N 0 0 0 d 0 N 0 0 m 0 DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER*4" I DRYWALL MAX. UNACCEPTABLE INSTALLTION , TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CON PROPER INSTALLATION 8" DO NOT DO THIS ' 2"x BOT. PLATE W/ (2) 1Od @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3-1/4" LONG X 3/16"0 FURRING � 3/16 0 X 3' LONG FURRING TAPCONS (2) ROWS 3/16" x 3-1/2 FURRING #5 REBAR #5 ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16 O.C. & @ 16" (TYP) `STAGGERED BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. FROM EACH END w/M.8 2" O.C. 2-ROWS INTO EDGE DIST. ATTACH PER MANUFACTURE MASONRYTHROUGH �� 1-1/2 DETAIL 1x8 w/ (2) ROWS 8d NAILS 3" DETAIL TD. 90° HOOK (TYP.) STD. 90^ ` /� 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.) lu FACE NAILS 1 Od @ TRUSS VERT. WEB TAPCON @ 16" 1x4 P.T. DOOR JAMB REFER TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT LAP SHEATHING TO TTOM OF AND TO PRODUCT*2','EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" BOIST TYPICAL APPROVAL FOR CO x 3-1/2" TAPCON @ 16" (2) ROWS 3/16' x 3-1/2" O.C. & 4" FROM EACH 1x4 — J TAPCON 16" O.C. & @ END w/ MIN. 2"EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ FURRINGSIMPSON NOTC FIRST COURSE HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS .Ll . AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1 /41' DETAIL +5^ FIRST 2 COURSES NOTCH WEB AT THE K.O. BLOCK BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 10 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX j SOLID W/GROUT r 2 -0 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 8' 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. & BUCK 1/4" x 3 1/4" TAPCONS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * S S 2 PLY INSTALL SIMPSON LG 2(w/ ( 6) d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 114" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION :a 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 CONTACT ENGINEER OF RECORD FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 X $ 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. • . INSTALL WDW. SCREW ANCHOR— x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN ° RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'Y2' WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL i 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) wl x0(r FR TO TRUSS TOP CHORD yqN SCALE: N.T.S. MIN. 4" EMBEDMENT AT 16" O.C. + �F N C' 1 L �� r-0 5 -011 SS 12 + + TH PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° . •• WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED >. � ' •• . ' •: n '� : 1/4 MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT + ° • ° P•- #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2�_0„ 8" (5)12d NAILS SIMPSON TRUSS SOFFIT + + , . p• • '' o p ° CENTERED W/ g p• 10" s b ° " I:: 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . ®s o ° 9 IN TOP o 8d NAILS EACH TRUSS.' ' KNOCKOUT / iv :; ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d s s I PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) A7 CONNECTOR '® MONO FOOTING ' D ,> 'A VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" TAPCON AT EA. SIDE BUCK- (1) WITHIN 4"7JACK 12d NAILS TRUSS PROVIDED BY SEE LINTEL SIZE AND REINF. PER PLAN AND SECTION DETAILS -I ' LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 SCHED. - ° CLEAN FILL A. 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT .o DIRT z TO BE INSTALLED 4'-0" MAX SEE PLAN BUILT UP PLWD. BUCK - PRECAST LINTEL °. °ffTANDARDSCRIBE (NOTCH) BACKSIDE7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR INHOOK N TO FIT ARCH CONNECT W/ IF TRUSSES USED W/ 2 #6 X 4Y2' WOOD ) O FOR OVER HANG FILLED CELL, -, -. -, 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") • • , It v v INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" _ _ •; ♦ ♦ ♦ ♦ ♦ ♦ THRU OSB INTO 2 x 8 O.C. '� '' •" `' •" °' `" °' `" ''Sk FE ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS g_g ARCH DETAILSTEMWALL rK SECTION @ENTRY L SECTION @ROOF EXTENSION M FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER DRILL 3/4"x5" MIN, HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL 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 BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER SIMPSON HTT4 w/ (18)10d x 1 2 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± " ) COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 a. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" cr #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 a z SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'-0" F F EPDXY MIN. 6" EMBEDMENT & \ FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE ) 3" MIN. EDGE DISTANCE \ LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP o v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° o Xp u LU a A REINFORCING AS FOLLOWS: SEALANT T`�rr—iTr, --I II �� Q cn 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. 11 PRESS PANEL REINFORCING INTO PLACE. I- �� U Z #5x6' EMBEDDED INTO COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 6" MIN. LAP SPLICE W/ o _ g EXISTING FOOTING (2) #5x6' IN CONC. SMOOTH. DO NO FURROW. REINFORCING PANEL "'=r ��I < �n N FILLED CELL IIH DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE P SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP o. p . TTf \ G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: co ' H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. f D TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. of COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = 1'-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. CN U p �` � d� • FLOW [tilt To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E. Q0 8 m i�"p co Q N # # C C) � J J V M ICI-4CV C to ti � -, 10, vi N M W j LU K a m� ° Uj d O R Z13 j �— 2e Imo �oo0 m m J 0 t:� C 04W rC E� m J c, a m Z N° a O 04 V f J IL Z W M � M N O z z0 J M d N M z o - u W w n Q U � O Ly r cn cL, E cN ::D 02 t706 U °° L1J m r- m E o s m I...,• = =Ir- U o • U) rro 0 ¢ m oCo �m C:,W CO M i a O Sy Z Q J U- Q E E w 2 �a oLL z � } o <� Z® oa U t O E XCU O �' SOU °, O �= O Q aZ KW L C: C - O ¢ OY U � m o 0- Z z to J o ¢ ° � z Z Q o 50 a y w O w a cif <7 5 � � N ui rn L 1° 00 c Cfl t° -J N Q O C ° (0f L� W m cr_ C O qt p .V Z N r LO r 7 000 N 04 r ai mil/ r T w c7 0 M:3 Z E O C _co d a U J Q C c J JOB NO : 20-0555 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE: NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH 0 TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX &EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. 1 A �Z—WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS C ►1 SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �7A TRUSS HIP G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM „ 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING 3 SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: NTS (2) 2x8 #2 SYP w) O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/(2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY 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 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCDHEDULDE/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 A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: NTS SCALE: 3/4"= V-0" 1 L.SEE PLAN L. FOR CANT. L— 7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C MIDDLE BM. SPLICE OVER CENTER OF POST 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 EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL SCALE: NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS 0 VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. SP2 w/ (12) 10d NAILS AT TOP 16" O.C. W/ (4) 12d COMMON TRUSSES. EXTERIOR SHEATHING ATTACHED PER INFO. 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2X4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS 771 EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL 2 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS 5 LOW ROOFNVALL STUD) SCHEDULE SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMONTRUSS/ BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2X4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS FRAMING TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO '<. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 'A4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ MIN. 2X4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a " (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. ° W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION a COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. . °N SECTION @ FLOOR FOR CONNECTION MANUF. SPEC'S FOR CONNECTIONS TO G.T. 16d NAILS AT EACH END EXTERIOR. WALL 7 SECTION @ ENTRY 8 CONNECTION K22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS ': - Q�:� �6 - DEC . U W C: z �O � CD F L OX ' • `� O F E S S % /llfilf111 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. F. Cl 00 O Q U N pp riot N Sk # � � C7 N N � J .J '� m LL 'y �Cyi 0 .. M.- $ 0 �LLN n,� W w LL-ujaa �M a > L.- a w w a W Y Z ate°'° o o @ a _ w t6 O 0 m m J 0 4 z Q coz O C1 OU U F- z ❑❑❑❑ w 13 CD 2 z N O � N zz o z v Q J ch 0_ N vt z ° (D 0 N 11 '' LL T C/i y (V Lll n a U ® a OLU N o N .2� U ' W � O 8 yl� ai U o N Q • —0 sm o co � Zo3� w z M U_ E Zo Z. z® E v 00 - o E N¢o a o o O ¢ gz z ! L ¢ O W 0 '0 (6 Uj C Z Y U 0, Z N J m < Q W zz co Q oa I it 0 5z a � W U yz w _ 3 =S o w¢ >° ar za ova ui m L f0 a) 00 .> c CD `° J N Q a) O 2 -0 CD m � ..� o � N c' r Te o v N •- Z i� r LO � 2 0O N N r E T T M E o Z z E O m a E 0 Q o E JOB NO: 20-0555 SCALE : AS NOTED SHEET NO. D1 o+ 3 v x m rn it N 00 c0 O -J LO 1.0 Ln I N 2 m 00 co 0 J L0 u7 L0 0 I N i 3 Q 0 0 i a E F2 N E O 0 v C J co N U 0 U rM.. rn U 0 d U o_ Z I Y 0 v LZ 0 0 N d v 0 N N cV ci 0 CD 0 m v FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE TEMPORARILY SECURE BARRIER WINDOW UNIT FLASHING REQUIREMENTS SLOPE WEATHER DOOR ROUGH OPENING RESISITIVE 0.3 in : 12.0 in BARRIER WOOD FRAME CONSTR. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include �V TAPE EXTERIOR (0.6 cm : 30.5 cm) SELF -ADHERED FLASHIN 3/4"-1" BEAD OF coNSTR. flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to a SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND EXTERIOR is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive wn cnsseMaLeo"cowl OR EQUAL WEATHER PROOF CAULKING z CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and WEATHER SELF -ADHERED FLASHING BUILDING PAPER embellishments such as cornices, soffits, and fascias. RESISITIVE z BARRIER SEAL TOPS OF JOISTS � WIRE LATH (SE ER DECKING suBFLooR R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complyingwith ASTM D226 for Type 1 felt or other SELF -ADHERED FLASHING (SEE DETAIL WP07) Y p YP approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches HEAD FLASHING TIE-IN INSTRUXTIONS: (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a 1. Cut, fold up & temporarily secure weather resistive RIM JOIST barrier above header to allow for flashing manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under 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 AND WATERPROOFING METHODS TO weather resistive barrier 1 1 q pp 9� BE USED. 3. Fold weather resistive barrier back over head 2 Q water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be flashing and seal with tape installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) Scale: NTS intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than FLANGED WINDOW EXTERIOR DOOR WITH DECK - SECTION A 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 that of 60-minute Grade D paper and is separated from the stucco b an intervening, substantial) nonwater-absorbing layer or designed FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIERMW p p p Y g Y g Y g drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complyingwith AAMA 800 or ASTM C920 Class OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) p 1 9 REFERO CHEMICAL LETTER ON CHEMICAL SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the LETTER ICAL . COMPATIBILITRELEASE 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 Y SELF -ADHERED FLASHING _ BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: SELF -ADHERED FLASHING, 'o PAPER TO EXTEND A MINIMUM 6" RELEASE ADHESIVE AS SHOWN)SE 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish VERTICALLY FROM BOTTOM OF or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall O THRESHOLD comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 2 3 SECTION -A (SEE DETAIL WP02) 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 SELF -ADHERED FLASHING are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or O 2 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. SELF -ADHERED FLASHING 5 1.2. In accordance with the flashing design or method of a registered design professional. NAILING FLANGE 1 1.3. In accordance with other approved methods. 0 4 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 1 DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS 6 UNDER DECKING 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco BOTTOM NAILING FLANGE (SEE DETAIL WP07) Z 7 copings. 3. Under and at the ends of masonry, wood or metal copings and sills. SELF -ADHERED FLASHING ,SELF -ADHERED FLASHING SELF -ADHERED FLASHING �' • 4. Continuously above all projecting wood trim. HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. --►)Ground 7. At built-in gutters. (- SHEATHING SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO, FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as ## in each detail that corresponds to the numbered items in the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 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 e► OPE_,- E AM SELF-ADHER Q) V-4" PFR PI AN SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER z a W 0- Cn Lu U w IY Lu 0 C/) SELF -ADHERED FLASHING PATCH iHERED FLASHING PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE II' THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS�5-7 STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF - - DRAINAGE PLANE WRB BOND BREAK WRB ,NSF LATH ER STOP A NUOUS BACKER ROD LANT VTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing .Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 C14O CV I -- CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. �• 008 C:, 00 0) co1°n oO10 N Q .- D O O v7 MNN N (o N J u7 u- LL qU Rd 2 -00 J W W y1 , � u LL0-a H a m� 1 WaL0 p_' Y O @ y o m m O D ! W W m o�CO ar- Q u o o a: 'Z IL NQMZ 0 ° U Z d ❑DO❑ W M _ � o z z S J M � N N M �o a (DIM lL 1 l� r c/J Y „e 0 n � U O Ln wQ) 0 w. v + = N o � � U CO w L 4i U O 0 C Cn ®0 C::,w co Z LL_ E w� Zo Q E 8 oa ca o X U 00 U C O E a z < 0 N ¢o G dZ �w Q% L rp U) � U m � o 0, Z J m a w N < w o C o< LL U �w v w <p az CD O <F �� >o w N3 aF v ° =M 0 = > N rn 1D �L\J > 00 co -J N Q � O }� IL,L. C C) qj- C4 - N z 0) I 00 r- N N LO r r M d z E O a E ci � ¢ co JOB NO: 20-0555 SCALE : AS NOTED SHEET NO. W P -6-J N F[�-- 4.... 91-74 .F :. A3 HD210-2 Ty .... _ 9 . w gym. , .: , FL17244.1 .. FL17232.3 .._ .. _ .y .t=n u_�l u. mt _,. _:i a�.._ ESR-3455 12/31/2020 A23 __., ,.-. _ .-.:>:. ....-�_-- . - .....:..-_.F....:. ESR-3445 12/31/2020 HU210-2 � = s FL10446.2 FL10856.4 � ESR-2606 ESR-2549 .t J 12/31/20...... 12/31/2020 12/31/2020 12/31/2020 12t31/2020 12/3172020 12(3112020 12/31/2020 12d31d2020 ...._.._ . _....._ 12/31l2020 ..._...... ........... 12/31/2020 12/31/2020 12d31/2020 12131/2020 1213112020 12/31/2020 12/31/2020 ---' 12131/2020 ......... .._..... 12/31/2020 ...... .......... 1213l/2020 _._____..___._�_..__ __ _._.- -. _._ _,__.-.-_-Y__.____--.._..___.___..__. ___.___-._ _.__-. PRODUCT APPROVAL SPECIFICATION SHEET 2�,$ c _ _ , _ _ I Co 9 -72 lease ow the informatio and a royal numbers on the builds components nents listed below if As required by FloridaF1ndStatute 553.842 and Florida Adm Administrative de B , p provide de n pp rig po ( f they will be utilized on the construction project for which you are applying for a ? I > U O .�, s.. � C � � � •- .I__. O Q) U -F-� }a CCf a (�j 0 C O 0 -= _Q O L O O � Q - = - L.L y- M M O > to •_ O N s` U) ,O CCU CL - - •- U) Q - _ -Aa �EuntIng . s(10, . .T *-$7 .v +.1 b -1'2 * - 40 AP _ � Sir �J f I , % cot ) log ' . U tSfi, 10G t� a _ HD212 2 2. FL 723 3 344 ESR- 5 12/31/2020 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 12/31/2020 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 12/31/2020 HU216-3' FL10856.1 ESR-2549 Cate gory/Subcategory Manufacturer Product l3escription ravel Numbers Test Pressures Exp. Date HD26 FL17232.2 ESR-3445 12/31/2020 HU26 FL10856.3 ESR-2549 1, EXTERIOR DOORS HD28 2 FL17232.3 ESR-3445 12/31/2020 HU28-2 FL10856.4 ESR-2549 q_ SWINGING TheimaTru Firber-Classic and SmoothStar NON -IMPACT) (NON-IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 HD410 HD412 - _ ..__._._ .. ..._ _ HD610 ..__.-..._-.- -_ .._..- __... HDO410 FL17232.4 FL17232.4 ......... ........ __........_.._-___ FL17232A - . ........- ......---_....- FL17241,7 ESR-3445 ESR-3445 - : . ..._... ... - ...-.___. ESR-3445 ._...-..- ......_......._ ---_- .._ ...--- _ ESR-3444 12/31/2020 12d31d2020 .._- _..__. 12131/2020 ... ..... 12/31/2020 HU410 HU412 HU610 HUCQ410 FL10856.9 FL10856.9 FUM56A0 FL11468.11 ESR-2549 ESR-2549 ESR-2549 SIM200804 ThermaTru Firb r Classic and Smooth tar e S (NON -IMPACT) FL20461.6 +67.0/ $7.Q f ps 12131d2021 ThermaTru Firber-Classic and Smooth -Star (NON-IMPACT)FI20461.9 +67.0/-67:0 psf p 12/31/2021 ThermaTru Frrber.Classrc and Smooth-Star{NON-IMPACT) FL20461.14 +67.QJ 67.0 psf 12d31d2021 HGA10 FL17699.1 Evaluation Report 12/3112020 HGA10KT FL11470.4 SIM200803 ThermaTru Classic -Graft and Benchmark FL15225.1 +67.0J-67.0 psf 12/31/2021 HGAM10 FL17699.1 Evaluation Report 12/31/2020 HGAM10KT FL11470.4 SIM200803 ThermaTru SmoothStar and Benchmark FL15225.5 +67.0/-67.0 psf 12/31/2021 HHCP2 FL17236.7 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.01-67.0 psf 12/31/2021 HTA16 FL17680.4 Evaluation Report 12/31/2020 HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report 12/31/2020 HETA20 FL11473.5 SIM200802 B. SLIDING MI Windows and Doors Series 42Q FL15332.1 - FL15332.5 +40.0/�IQ.O psf 12d31d2020 HTT16 HTT45 __ ....... .. ....... ..I...... HTW16 -_ ........_ _ _ _ ... HTW20 FL17324.2-„„ FL17324.2 ......_....._ ...----- ---.. .... FL17244.8 ......._ .._ ........ FL17244:8 Evaluation Report,_-- Evaluation Report .......... ..._. ...... - _.. __...__....- __.__.._.. - ESR-3455 -...... _ ..1.1..1 --.__... ..--_.-__..... ESR-3455 12/3l/2020 12/31/2020 .-- -._-' ...... 12/31/2020 --- _ ........... 12/3112020 HTT16 HTT22 HTS16 HTS20 FL11496.1 FL11496.1 FL10456.22 FL10456.23 ES-0130 ES-0130 ESR-2613 ESR-2613 PGT Series 5570 FL259 10 4/14/2021 C. SECTIONAL Clopay Building Products Residential WindGode Doors W5 ($X7) FL15279.37 + 30.0/-32.0 psf 5/2112028 Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf 5/21/202$ $1 12131/2020 HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR-2613 Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf 5/21/2028 11r< (TY I) D - 12d31/2020 12/31/2020 12131/2020 HTW30 FL17244.8 ESR-3455 12/3112020 HTS30 FL10456.26 ESR-2613 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf 5/21/2028 HTWM16 FL6223.2 Evaluation Report 12/31/2020 HTSM16 FL11473.11 SIM200802 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 HTWM20 FL6223.2 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIM200802 W 12/31/2020 HUGT2 FL6223.3 Evaluation Report 12131/2020 HGT2 FL10456.18 ESR-2613 2. WINDOWS $ " 4 - , .5 12131/2020 12/31/2020 _......- --- ..-. ..__.. .__.._... 12J31/2020 12J31/2020 HUGT3 FL6223.3 Evaluation Report 12/31/2020 HGT3 FL10456.19 ESR-2613 A. SINGLE HUNG MI Windows and Doors Series 185 FL17499-2 +50.0/-55.0 psf 10/8/2023 HUS210-2 ......._ ..- . _..._.. HUS212-2 HUS26 FL17232.6 _,.. .. ....- FL17232................ FL17232.6 ESR-3445 _ ........ ._........ _ . .. -.1---.1 ,..__. _ _ ....... _-_..._.._ ._.__. _.__--....... .. . ....___ ... ESR-3445 12/31/2020 ._-..I.- ..___.- ..___.... 12/31/2020 HUS210-2 HUS26 FL10856-R4 FL10856.11 ESR-2549 ESR-2549 PGT Series 5500 FL239:7 7/30/2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0l-50.0 psf 2d1612024 HUS28 FL17232:6 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0l-40.0 psf 4/3/2023 r l` Oat U liurrone-Srap 12/31/2020 12/3l/2020 12/3112020 12r31/2020 12/3l/2020 HUS28-2 FL17232.6 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 PGT Series 5520 FL243.9 4/30/2020 JL24 FL17232.7 ESR-3445 12/3112020 LU24 FL10655.103 ESR-2549 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 JL26 FL17232.7 ESR-3445 12/31/2020 LU26 FL10655,104 ESR-2549 PGT Series 5500 FL261,1 N/A 5/26/2021 JUS210-2 FL17232.11 ESR-3445 - 12/31/2020 WS210-2 FL10655.107 ESR-2549 E. OTHER JUS24 FL17232.10 ESR-3445 12/31/2020 LUS24 FL10655.109 ESR-2549 �: -°+� R _ ` .Sri 12/31/2020 12/31J2020 12/31/2020 JUS26 ...._.._I .._._ ..._.. _ JUS26 2 JUS28 FL1723211 __ - _ - FL17232:11 FL17232.11 ESR-3445 _.._. , ._...-... ...._ ESR 3445 ESR-3445 12/31/2020 r._._ /20 .:..°. 2/31/2 0 1 02........ 12/31/2020 LUS26 _ LUS262 WS28 FL10655.111 FL1.0 551 2 6 1 FL10655.113 ESR-2549 - ESR 2549 ESR-2549 3. PANEL WALL A. SIDING �_. .._.<,..,... _ _ ....._,.,- _ ._....__. _ _�._-_- -.�._ James Hardie Building Prod. ,..�._ _,.,._. ,__...,____� ,... _.___._:_.. _.. __._ _.._ . _____.,...,.____._ • Cemplank Lap Siding and HardiePlank Lap Siding _._.,__-...___ .,-.-_ _,. FL13192.1 - FL13192.2 NIA 1213112020 FroCat pp SelI f cult G ) 12/31/2020 12/31/2020 12/31/2020 JUS46 FL17232.11 ESR-3445 12131/2020 WS46 FL1o655.118 ESR-2549 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf 12/31/2020 KLEG3 FL17241.15 ESR-3444 12/3112020 LEGS FL10667.71 ESR-2615 C. OTHER ---.-__.._ __. _.___., _-,..,_.... ._ _,.. _ _ _.___-m__ _ ___..._ KST260 FL17244.15 ESR-3455 12/31/2020 MST60 FL10852.7 ESR2105 # L U t' t16 l� #1 elf A� Thal � a & k'�ion OPOrtI kI U S-_.. omdid' t, - ` (r'k S f4lifr(d 4f 12/31/2020 12/31/2020 12/31/2020 12/31/2020 ......... , _.......... 12/31/2020 -.....,- ...........mi 12/31/2020 LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA12 FL10852.4 ESR2105 4. ROOFING PRODUCTS LSTA15 FL17244.18 ESR-3455 12/31/2020 LSTA15 FL10852.4 ESR-2105 A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852.4 ESR-2105 B. UNDERLAYMENTS Tamko 151bFeltUnderiayment FL12328.6 N/A 10/18l2021 LSTA24 LSTA30 L ._ LSTA36 FL17244.18 FL17244AS ......:.. ......... FL17244.18 ESR-3455 -_. ESR-3455- _,.., ....:.. , . ...__... ---_...:_ _. _ ESR-3455 12/31/2020 12/31/2020 __.__. 12/31/2020 LSTA24 LSTA30 LSTA36 FL10852.4 FL10852.4 FL10852.5 ESR-2105 ESR-2105 ESR-2105 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Coin P p Off Rid Vents FL16918.1 - FL16918.4 NIA 919/2026 Florida Metal Products, Inc Vent RV10 FL21580-3 NIA 12J31/2020 - I f I 11 LTS19 FL17219.2 ER-0200 12/31/2020 LTT19 FL11496.3 ER-130 12/31%2020 12/31/2020 LTS20B FL17219.2 ER-0200 12/3112020 LTT20B FL11496.3 ER 130 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 .. ;_ t x et " ailliJVASoi LTf131 FL17219,2 ER-0200 12/31/2020 LTTI31 FL11496,3 ER-134 12/31/2020 12/31/2020 1213112020 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL784928 N/A 12/31/2020 LTW12 FL17244.8 ESR-3455 12/31/2020 LT512 FL1045629 ESR-2613 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 WGT2 FL17240,2 ESR-3447 12/3112020 LGT2 FL11470,7 SIM200803 F. METAL ROOF Gulf Coast Supply& Manufacturing, LL 0.032"Aluminum Gulfl-ok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 12/31/2020 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2606 12/31/2020 12/31/2020 12/31/2020 MP34 MP4F - MPS........ I.,..,-.,-.-- FL17244.23 FL17244 24 --- -.1 ._ FL17244.22 __-._ ESR-3455 ___ ESR-3455 __. ESR-3455- "--.-__..-_ .m12/31/2020 12/31/2020 9'M112020 A34 LTP4 L550 FL10446.3 FL10446.19 FL10446:16 ESR-2606 ESR-2606 ESR-2606 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL150762 N/A 12/31/2020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12131/2020 MPH35 E6 FL17240.3 - - - 7.__....._ . .......__.-- .. _.. ESR-341--.1-1--.1-1-1-1 12/31/2020 WMI416 FL10667.86 ESR-2615 12/31/2020 MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR2105 6. STRUCTURAL 12J31/2020 Florida Department of Business & Professional Regulation Pagel oft 12731/2020 MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 COMPONENTS Building Codes and Standards 3/28/2018 MSTA1$ FL17244.18 ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR-2105 12131/2020 A. WOOD CONNECTORS/ USP Structural Conn- see chart Product Approval Application Detail 12131/2020 12J31/2020 12/31/2020 -' - - 12131/2020 121311202o MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL/0852,9 ESR-2105 ANCHORS Simpson Strong -Tie see chart MSTA36 FL17244.18 ESR-3455 12/3112020 MSTA36 FL10852.9 ESR-2105 B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999,1 - FL1999.4 NIA 12/31/2020 code Entityor ,fie Da a Date Pending ante MSTC40 MSTC52 MTW12 FL17244.26 FL17244 26 FL17244.8 ESR-3455 ESR-3455 ESR-3455 12/31/2020 12/31/2020 12131/2020 MSTC40 MSTC52 MTS12 FL10852.11 FL10852.11 FL10456.33 ESR 2105 ESR2105 ESR-2613 MiTek Industries, Inc_ Truss .Plates FL2197,1 - FL2197.5 NIA 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Boards LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 ,Type Version Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval rove Status Revision 2017 Gulf Coast Supply & Manufacturing, LLC. En David Daniel S. Kuhn Locke Bowden P.E. 10/12/2017 10110/2017 10/17/2017 12/12/2017 roved Category: Roofing g (352) 498-0778 PE-75519 (334) 300-1800 DPP -.__ .., .., .. ........- .........................................- MTW16 -.--- . ...._._._._ . _ .._....... FL17244.8 .......... ..._.__ .,..............._ ... ...... __.............- ....... -_.._ ESR-3455 ......_ ,. .. ....._....._. 12/31/2020 MTS16 FL10456.34 ESR-2613 ........... .........- 12/31/2020 12/31/2020 MTW18 FL17244.8 " ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2613 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456,36 ESR-2613 Subcategory: Metal Roofing info�gulfcoastsupply.com 12/31/2020 - Fompliance gisterhod:Enact raReport censedoma Florida Registered Architect or a Licensed Florida 12/3l/2020 MUGT15 FL17240.5 ESR-3447 12/31/2020 - MGT FL11470.9 SIM200803 " " - Professional Engineer 12/31/2020 NFM35X12 FL5782 Evaluation Report 12/31/2020 MSHA3.56/1 1 ,25 FL13904.6 ESR-2616 _. „ : .. .f,#1 ;:.. . ..,, .. a ;; _.. , - .. , - .. .. .,..... , ..: .,..,-.., ;, -. .� . :' .., ,;.I F d61�3Prxsdgdts ,.. ;. :,":., , u.. .., . , , . ... _ -_ v 12J31l2020 NFM35X16U FL578.3 Evaluation Report 12/31/2020 .. /1 MBHA3 56 6 F 139 L 04:6 ESR2616 Quality Assurance Approved for use Approved for Use Impact Design1. 12131/2020 ........... PAU44 FL17239.13 ESR-3449 12/3112020 HDU2-SDS2.5 FL10441.4 ESR-2330 , sea # Product Model. Number or Name Product Descripton Contract Expiration Date In HVHZ Outside HVHZResistantPressure 1 0.032&quot; Aluminum 5V Crimp Min 0.032& not 5 V Crimp Aluminum Roof Panel 04/12/2024 No Yes N/A +N/A/ q P over 15/32&Quota Plywood-106.5PSF 2 0.032&quot Aluminum Gulf Lok Min 0.032&quot, Aluminum Gulf Lok 16&quot, Wide 04/122024 No Yes N/A ,N/A! __, PRU66 _.­1'-­-'­--..­.. PHD2A __-. PHXU3516 __ . .._ ......_..... FL17239 13 -,.._.1.. ... FL17219.3 _ , _ _...... FL17241.20 --,9.............. -- ESR 344 - - -- _. _ .. - -- . _.. '-- ......-- _ ER D200 ..__.__ .�.. __.._--- . .. .,... .. .........,_...._. ESR 3444 -12/31/2020 _....... . _ . _..:._ 12131/2020 .....-_-..._._, 12/31/2020 GLTV3.516 FGTR CS 16 FL10667.8 FL114732 FL10852.1 ESR-26/5 51M200802 ESR 2105 12/31/2020 ����� � ���"����� �1-1-1. 12l31l2020 ......:..... _:.. .....;. 12/31l2020 _______..... _._. 1 The products listed below did not demonstrate product approval at Ian review. I understand that at the time of •tnspectian of these products, the following s P p p _ _., . information must be available to the inspector on the jabsfte; 1) copy of the product approval, 2) ,_, ,_-. _ _. _--„_,-,, Roof Panel over l5/32&quct Plywood-116.OPSF Snap + -_ 3 1&quot, 24ga. Gulf S p 1&quot, Gulf Snap 24 Ga. 17&qu ot, wide Roof Panel 04/12/2024 Yes Yes N/A N/A/ 131.OPS over l5132&quot Plywood 4 1&quot, 24ga. VersaLoc 1&quot, VersaLoc 24ga 16.5&qua, Wide Roof Panel 04/122024 Yes Yes N/A +N/A/ over 15/32&quot Plywood-138.5PSF 5 1&quotVerseLoc.032&quot;Aluminum 1&quota VersaLocmin .032&quot;Aluminum over oaltzrzoza Yes Yes N/A. +NlAr 12/31/2020 - 12/31/2020 12/31/2020 12131/2020 , ' -_ _._. ...- . _ ... ... ... ...........w_ _--._...-", ...-._.. z,._.._�.,_- ., .,-,.,..,__ ......._ ..._ - _ ,...„....�. _.>.,._. ,. _. s-..-- �....__--, ,_ __-- ... ..0 _.,.,._ ........ - . .-,--.. .-._.-._..._. .. _. _--! ,..._ _ _.. ...�_ . v __-v.... - _ _ ..�,__ .:�_� .. �.....,_.: _-.... .__ _,w ., ._,_..-...� .: ._ i i i i - ._ __._._._. __., -___. __--_.-_. .._.-,-_..__.._ .__._ __.__.,_,t_.___., _____..,.,,_w _. ..m ___ _...m.__�. _____-"__ _-___ .-___.r__ _..e___.. .._ _..n_,k.__._._..___ _._.... __.-_, "" ! ] - _--_<...-.-._----._,____.___.a._-_.._-__._..___..__._..__._____.._._. __ __.,.._......_._._ .......,_.._ _ ..,...._ l RFUS FL6223.5 Evaluation Report 12/31/2020 H1 FL10456.5 ESR-2613 RS150 FL17244,27 ESR-3455 12/31/2020 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 12/31/2020 H102 FL10456.7 ESR-2613 RT16-2 FL17236.2 _ ESR-3448 12/31/2020 H10A FL10456.6 ESR-2613 15/32& uof Plywood - P 101.OPSF q vw 6 1.5&quot; 24ga. Gulf Snap 1.5&quot; Gulf Snap 24ge. 16&quot; Wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over lsraz&quct, Ply pod 116.opsF 12131tl2020 12/3112020 -- .. ..,-...,_-.______-.-.._-_-_.__-....-_, ..:_..._.-_,...._.,.._.......„_.__.._._..-.. _._......___.._ ____....._...._,..._..w_.,.._. _.__,--4'--------'-----'----'--'_._..-_-._-_ _ .__._,._ _ __.._..-_. _ , ..-.-__._.._ ... _.. ; .. -, - -�. _.___._, _, ����----��--- ��- I ? -_, _ ----- _ __ _ _ ,: _., ,- , ... ____, _._... T ........ _____ _- .... _� ._ _ , RTi6A FL17236.2 ESR-3448 12/3112020 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 12/31I2020 H4 FL10456.14 ESR-2613 7 1.5&quota 24ga. VersaLoc 1.5&quota VerseLoc min 24ga. 16&quota wide Roof 04/122024 Yes Yes N/A -N/A! Panel over 1532& not Plywood 123.SPSF 6 z&quota 24ga. MegaLoc Min 24 Ga. z&quota MegeLoc 16&quota wide Roof o4/1z2oza No Yes N/A +wsv Panel over 15/32&quot, Plywood-108.SPSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16& not Wide over 15/32& not 041122024 + q q No Yes N/A N/A696.7PSF Plywood 12/31/2020 .. 12/31/2020 ...--..,. _ 12/31/2020 12/31/2020 ._,_ _.-- . _.._-_<.--.. __... ... _,, ._-. ,.. _..... �__ _......, ' ' - ...- ...., ......._ _.._....t.-.. ,_ .._..._,. °_ ._...,..,.. _ ., _....... _ ..._ I ,._....._., ...._.. -__ _,....__._. ....._,..-._._, _ .-_._-, _... _, ._ ,_,._ ._.._.__. ,.-_..._-.. ,. "� - ` APPLICANT SIGNATURE DATE '; I-,. �,-- .__- _-..,..,.-.. ,. ,__.:-.„,,.M.,._ ,� .:-,.._......u, ._..„„,-.•_....,. ...,.: _-.-w r. _....-, _T.....,,,,�,......�....,_-I _--_ _.,.-..,-:._.-.,-.. ,_.,:,<,-�__................ .„ ,._<..-„.. _.._„_<.,. ,_. ...,,,..._.-...-._.._,._. _-._._-.......... .-_, _.,..,. . _-....-. . .. :_...,--,_ .,. _._..- RT4 RTS ....I....__... ._.._._..._._... ......... RT7 FL17236.3 FL17236.3 ..........._.--.-....---.- .:. ........... FL17236.3 ESR-3448 ESR-344$ ... _.__.._.:. ........: ...,_:._. .........__ . ... .__........ -. ESR-3448 12/31/2020 12I3112020 .-.. _._,-..._ ....-. 12/31/2020 H5 H2.5 H2:5A FL10456.15 FL10456.11 FL10456,12 ESR-2613 ESR-2613 ESR-2613 RT7A FL17236.3 ESR-3448 12/31/2020 H8 FL11470..3 SIM200803 10 24 Ga. Gulf Seem Min l Ga. Gulf Seam over 15t; Wide Roof Panel 04/122024 No Yes N/A +NlA/-93.5PSF over 1x4 Wood Pudins over 15/32&quota Plywood 12/31/2020 RTBA FL17236.3 ESR-3448 12/31/2020 S P 1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2613 11 24 Ga. Gulf Seem Min 24 Ga. Gulf Seam, 1 3/4&quet; Snap Lock, 04/122024 No Yes N/A +N/A/ 18n 26 G . 5V Roof Panel over l over 1quot; Plywood +N/At PSF 12 26 Ga. 5V Crimp Min 28 Ga. SV Crimp Root Panel over 15/32&quota 04l122024 Yes Yes N/A +N/A/ Plywood-156.5PSF 12131/2020 12/3112020 12/31/2020 (D SPT24 FL17244,31. ESR-3455 12/31/2020 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2613 13 26 Ga. 5V Crimp Min 26 Ga. 5v Crimp over 15/32&quot Plywood 04/122024 No Yes N/A +N/A/-131.PSF 14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over lx4 Wood 04/122024 No Yes N/A +N/Af Purlins over 15/32&quot; Plywood-156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quot; Wide Roof Panel over 04/122024 Yes Yes N/A +N/A/ 15/32&quota Plywood .161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quot; Wide Roof Panel over 04/122024 No Yes N/A +N/A/ 63.5PSF 15n 26 Ga. Plywood........................._. 17 26 Ga. GuIfPBR Min 26 Ga. Gulf PBR Roof Panel over 15/32&qua; 04/122024 No Yes N/A +wA/ Plywood-154.7PSF 12/31/2020 12J31/2020 _.... -. 12J31/2020 12J3112020 1 /2 --- .-.. 12131/2020 12/31/2020 „m SPT6 FL17244 32 ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2613 SPT8 - -_- SPTH4-FL17244.32 SPTH6 �� ����- SPTN8 �� � �� FL17244 32 FL17244.32 �FL17244.32 � ESR-3455 ESR 3455 ESR-3455 - - -��� � � -� � ESR-345b �������� - --_........._._ 12/31/2020 12/31/2020 12/3_1/2020 12t3112420 SPH4 SPH6 SPH8 U24 FL10456.46 FL10456..47 FL10456.48 FL10655.141 ESR-2613 ESR-2613 ESR-2613 ESR2549 SUH24 FL17232,13 ESR-3445 12/31/2020 HHUS28-2 FL10655.3 ESR-2549 12/31/2020 �^ ), THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 12131/2020 12131/2020 12/31/2020 12131/2020 = W ' U) Florida Department of Business & Professional Regulation Paget oft Building Codes and Standards 3/28/2018 THD28-2 FL17232.16 ESR-3445 12/31/2020 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232,16 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 12/3112020 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 12/31/2020 MSTAM24 FL11473.19 SIM200802 Product Approval Application Detail ............ ...... THDH414 UGTS3F ........ . ...... .............. FL17232.17 FL2033 1 ....._... _ _.......---_-...._ _....... ....... ESR-3445 Report . 12/31/2020 12/31/2020 MSTAM36 MSTCM40 FL11473.19 FL11473.19 SIM200802 SIM200802 .-._ 12/31/2020 12/3112020 . Quality Assurance Approved for Use Approved for Use Impact Design sea # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 18 26 Ga, GulfPBR Min 26 Ga. Gu1fPBR Roof Panel over 1x4 Wood 04/122024 Yes Yes N/A -N/A! Purlins over 15/32&quot; Plywood-151.7PSF 19 26 Ga. GUIfPBR Min 26 Ga. Gu1fPBR over 15/32&quot Plywood 04/122024 Yes Yes N/A +N/A/ -154.7PSF - -'-' U. - b.. - - UPHDB - --'-- I-- FL17219.5 .Evaluation --- '- - - -- '- --- ER-0200 -- ------ 1--, 12/31/2020 HHETA20 FL11473:9 SIM200802 ._.. ,. ___ .,__ 12/$1/2020 12/31/2020 12/31/2020 CIO 0 - - - LGT3-SDS2.5 FL11470.7 SIM200803 _. - LGUM26-2 FLl1473.12 SIM200802 - - - - - - 20 26 Ga. Gu1fPBR Min 26 Ga. GuIfPBR over lx4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 15/326 Ga. Plywood +N/Al PSF 21 26 Ga. GuitRib Min 26 Ga. GulfRib over 1x4 Wood Puffins over D41122024 No Yes N/A +N/A/ 15/32&quot; Plywood-164.2PSF O i..L - - - - - - 22 26 Ga. GUIfRIb Min 26 Ga. GulfRib over 15/32&quct; Plywood 04/122024 No Yes N/A +N/A/ -159.2PSF 23 26 Ga. GulfRib Min 26 Ga. GulfRib over 15/32&quot Plywood 04/122024 Yes Yes N/A +N/A! -159.l 24 26 Ga. GulfRib Min 26 Ga. GulfRib over 1x4 Wood Purlins over 04/122024 Yes Yes N/A +N/A/ 15/32&quot; Plywood-164.2PSF L. "}'J v TT O 25 29 Ga. GUIfRIb Min 29 Ga. GulfRlb over tx4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 15/32&quot; Plywood-123.5PSF O 26 29 Ga. GulfRib Min 29 Ga. GulfRib over 15/32&qua; Plywood 04/122024 No Yes N/A +N/A/ L -146.OPSF 27 29 Ga. GulfRib Min 29 Ga. GulfRib over lx4 Wood Purfins over 04/122024 No Yes NIA +N/A/ 7/16&qua; O.S.B.-101.OPSF 28 29 Ga. GulfRib Min 29 Ga. GulfRib over 7/16&quot; O.S.B. 04/122024 No Yes N/A +N/A/ -116.OPSF ^ + W ICU Search Criteria Code Version: 2017 FILM 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 Name: ALL Product Description: ALL Approved for use In HVHZ: ALL -10 L Approved for use outside HVHZ: ALL Impact Resistant: ALL 1 Design Pressure: ALL Date From: ALL Date To: ALL O �'{� M cW C C �n : Q W Z Z a J a SHEET NO. PA 1.0 Florida Department of Business & Professional Regulation Page 1 of a Florida Department of Business & Professional Regulation Page 3 of 8 Building Codes and Standards vIv201a Building Codes and Standards 12/lX2018 Florida Department of Business & Professional Regulation Popp NI Building Codes and Standards 1182818 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ENNEEIMMEREM 2Lft Eulily or gg(g; r l Dote Pending Qgsg Code Entity or. 2all 2111(p, Date Pending �g(p rypq Vrsio tg FBC Approval ByCDIYASt e�t6ti(S jyg� Version EnpinesrBLieanes Validated By FEC Approval AoorovedStatus Revision 2017 Thermo-Tooxtedor Rick Lyndon Schmidt, P.E. Ryan J, King, P.E. 10/152077 07/122017 70/182017 12/122017 Approved Revision 2017 Thermory: Rick Schmidt, P.E. Ryon J. King, P.E. LyndonPE-434 1?J132017 12113/2077 12212017 02/13/2018 Approved i41m MonL*Akm Emarat 20 20 ! Encrinew&llownse vandAm By validated Sub MG Approval 20 Assommod AM& Door Category: EMedor Doors 298M 9 (479)298.1740 PE-43409 (S73)767.6555 Exterior Category: Eldedor Doors 298M 9 (419)29&1740 PE-43409 (813)767-6555 1111112 Sam Subcategory: Swinging Exterior Door Assemblies uckw(govbldgconsu8ants. Subcategory: Swinging Exterior Door Assemblies rickw&wbidgmhsullams. Reviebn 2017 Thermo-Tm Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 1202 17 0921/2017 1227l1017 Approval Compliance Method: Evaluation Report from a com Compliance Method: Evaluation Report from a awn Category: E3dsrW Doors (419) 2WI740 managoorw woutw (813) 767-M5 Florida Registered Architect or a Licensed Florin 91 flonda Registered ArchHad or a Lkensetl Florida Eris Door Aseanbba Subcategory: don ubcatapory: SWnpkp rMlnv�rrr4ldgce nnkanta. Professional Engineer Professional Engineer ComPllsws Method: Codification Mark or Losing loom 6 C 48 d48 Pro lief '.. - CIl1S22SPAPJ3t9wOt Quality Asaum= Apwovedfar We Aporovedfm Uae jm,,t. Deal- Duality Assurance Approved for Use Aoo edfor Ues Impact Deal- QLINM Arnaumanco, Approwndfortloo Awaved for Use lawpt Dealers Sent Product Motlel.Number or Name Product Daecn.lpn CnNraet Expirdipn Doh In HVHZ DuffiIde HYHZ R.,atamt Pressure Sep♦ product Modal. Number wNeme Product Daacdpllon Centred Exolratig n Date In HVHZ Cubic, 14YHZ R,,I t-) Pressure ED&tgl Oub9ft.HVHZ Ressim SIR 1 a. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&rp9,8 &quot;Nor Impact&quot; Opaque 12/312020 No Yes No WA 1 a. Thermo-Tru Fiber-Clossicard Smooth -Star Nominal 6M9;8 &quoINorrimpad&quoN Opaque 12/312021 No Yes No WA 1 a. 8quotCoaalbCrMt&quot and 8,quotSenchmark by Be and Bit)Opwpra and Glazed Fiberglass Door with 12/31=1 No Yes No WA Composite Edge Fiberglass Single Dow Composite Edge Fiberglass Single Dow Thenro-Tnr6quw; and without SMenn. Inswing and Ouawkg ommiing/OnsaAre; X con%urdon) (Inswing/Oubovi g; X configuration) 6 f, enne-Too Fber- Iassic and SmootStar Nominal S&N39;0 &gWNo 4mpacl&qu; Opaque 12/31 020 No Yes No A 6 L ThermaTru Fiber -Classic and Smooth -Star Nominal 8&XN;0&quotNon-Impoof&quo; Opaque 121312021 No Yes No WA Composite Edge Fiberglass Single Dow Composite Edge Fiberglass Single Dow n&vin /Outswt , X c uration (Insw(ng/Outswlg; X connguraflon 9 I. Therma-Tni Flier-Clessic and Smoolh-Star NominN 6&#39;6 &quot7lon-.Imped&quot-(Blazed 121312 20 No Yes No WA 9 I. Therma-Tru Fiber -Classic, and SmowYfStar Nominal 68Jf39;6 &quotNon-Impad&quol; Gised 12/312021 No Yes w WA Composite Edge Fiberglass Single Dow Composite Edge Fiberglass Single Dow QnWng/OAvMng; X configuration) mwin /0utstM ; X corm ration) 14 n. Therma-Tru Fiber -Classic and Smooftl-Star Nominal BM9;0& uotNon-Im oct of Glazed 12/31/2020 No Yes No N/A q gl 14 n. arms m e - ss c - om ale uo on- nip quo ;.. o s No NIA Composite Edge Flb Single Dow Composite Fiberglass ow CEdge FibSingle D - wrote (Insw4ntllOulswinp: X coMauratlonl Florida Department of Business & Professional Regulation Page 2of2 Building Codes and Standards 1Q02020 Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I N I 116=18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Few loft 115=18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail "512111,11114 Cask lf0EpL4L tam 2g 2lgPOWm 20 Ism! Vocal 9a ftnu aw 2wYgE En aLiam" Valldatedav Yatilans Submitted FOG Amended Approved Am& Review 2017 Therme-Too Corporation Rick Wright National Accreditation & Ryan J. Khri P.E. 12202017 09/212017 12222017 Approved Category: Exterior Down (419) 298-1740 Mana9amem Invodris (813) 767-M 6ubCategony: Swkghg Exterior DoorAaalmblba rldtwlitrebklgcon subs ts. compitenca MNbed: Cedi6nllon Mark or Losing own 9rldUn-PlEtpM.m Slat PaaMt.Qtl9tatlw .tir:a�E6t Rita Is IBMlor Ites Bwaam len wHm 6 e. &quatSmooth-8ter&quot and &quotttenchmank by 618 and 810 Opaque and Goad FlberyWa Dow with 121312021 No Yes No WA Thwma-TmBquw; and wMotg Sklaetss, kwAV and Oubwing FLIM:�54,j,-RSRaducia Quality Assurance Aoorovedfor Use Aooroved for Use Impact pastors )3afaZt�E � Enter or tam 21k gamEUNKm go I3■iillBs lase Enftw 29a 29e 2alapwdmm 20 Iirldl4t8 Cmm $ea# Protluct Motel. Numbww Name Product Descrintlon Contract Exolratlon Date In HVHZ Outside HVHZ Redstart Pressure spa Yew MimdmplN EOOIOaeI.a juden- FWAppmrsaad AGOG AMR mm VW- fad Contact EOpIOelI Ah.LImCa!xtwmbamY $Im®wg FOC Anearoyal AQarchists it" mm version Manubehm 1 SERIES 420 ALUMINUM SGD SERIES14S3/4 420 ALUMINUM SGD OXO 1213112020 No Yes No N/A R"Won 2017 Ciopay Building Products Ccrnpanly Maw Westerfield lrwark Tewmg Serrvins NA, Gary PfuehNr 1129I2017 CWIOM17 f2M50117 Approved Revision 2017 Clcpsy Su" Products Company Mark YVaeMr8ek1 Internal, Tallag Someone K& Gary PrusMw 11292017 081102017 12/052017 Approved Revision 2017 PGT Industrial 2 SERIES 420 ALUMINUM SGD 145-IES420ALUMINU SGDREINFORCED XX 12/312020 No Yes No N/A Exterior Dews (613)77o4m Ina (513)51"586 Category: Edorbr Doors (6/3)770A062 Ina (513)519-0668 ColorM: Exterior Dods 96&q ot420 qum;N NON -REINFORCED 88&qud;x608quo[;NON-REINFORCED Subcategory: aibctw9ary:Sw.tlonal Exterior Copp A4esmbllal orrestenlelOWy:Cam Subcategory: 9edoMlExWW Doer Aesembllal h1r/eetan6eld®oicWY-Coll 6ubCatepory: 8lidinp EderW OoorAeswndbs 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12/312020 No Yes No N/A Compbnce, Ms#wd: condonation Mark or Lading compliance Metlrod: Cer6Acalbn Mark or Laing CovolWraa MNhod: CoMoMm Mark or Lining 145-3/4&quol:x96&quot 4=Prodlwb 4 SERIES 420ALUMINUM SGD REINFORCED SERIES 420ALUMINUM SGD REINFORCED OX, 12/312020 No Yes No N/A FLin52764t5 products, 3U9 XO, XX 96&quot;x96&qud; 5 SERIES 920ALUMINUM SGD REINFORCED SERIESt; ALUMINUM SGD REINFORCED XXX 17/312020 No Yes No WA S p IR.i i Alpi ProwdMdlal, Number w woo. In HVKZ ggmMefvHz I Ptfwua �! Pradutst Model. Number or Hems i43&quokx96&qud; 37 087 VV6.OB PAN-4Fi61: 84A, 24, 73, 75, 1500, 190, 78, 76V, 4RST, 4RSF. 8R3T, SRSF, 2RST, es, 42, W. 488, Steel Pm (min. 25 ga.) Slaglo-Car (up to 9'o'vote) 0521=8 No Year WNDCODE80,174; WS Garage Door No t30 PSFl32 PSF 53 063 YAWS PAW2FI SS: 84A, 94, 73, M 15110, 190, 4RST, 4RSF, SRST, 6RSF, 48, 42, W. 4BB, 428, 55S, GDSS, Shed Pan (min. 25 go.) Double -Car (97 to te'7 05121=8 No Yes wide) MANDOODE69174; VV6 Garage Dow No -30 PSF/-W PSF to SGD-070 (Lapps Mooted Impact) 428, 65S, GDW, GD68V, GRSS, GRSSV, ARSE, ARM. GD6SV, ORES. GRSSV, AR6S, AR6SV, E06S, E069V ED5S,ED5SV Florida DepaMlent of Business & Professional Regulation Page I d i Building Codes and Standards 1152018 Product Approval Application Detail f4J115e7417 Sdme Er dwe1 Ro 20 Dab PW ■a 21& IYp! Version Sa!>mpi Engineer.E.6 validated by INDdoWd Allissiald FBC Aowvi Approved Amps Revobn 2017 CURRIES Divown OfAADG, Inc Dedlc Dow UL LLC Ted Berman, PE 111302017 10282017 12IM2017 Approvod Category: Exterior Doom (641) 494-2844 (305) 888-4707 aubCesspory: Exterior Door(CompormMe dowdedk@aeopboy-m ComplWw Mssmd: Certification Mwk or Lotlrg rn F1111"531417 Products QluftAw Apnrcvrd for i n Arcinavord for Use Ilm d Rem AKA In HVHZ outside l;wllstand p 1 807, 707, 727, 747, and 547 Single and Pale of Dome Flush, Glazed, and Louvered single and pals of 121312025 Yes Yes Your WA hobo owed doom. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 of 2 12W2020 Cotla Entity or Data Date Date Pondim 292 IYBa Yarslo" Manma.urar Coma. Engineer & License Validated By a11V dated Submitted FBC Approval Aogrowd Status Revision 2017 MI Windows and Doers Brent Sitlinger American Architectural Steven M. Unch, PE 061D42019 06A42019 OW72019 Approved Category: Windows (717) 365-3300 Manufacturers Association (717) 3174454 Subcategory: Fixed bsiein9er@miwd.com Compllwoe Method: Certification Made a Listing FWi6349,912 Produeffi .: •.- - Soots Product Model, Number or Name Product Description Quality Assuranea Contract Expiration Date Approved for Use Almraved for Use Impact Dr siath intpyr 2 outside HVHZ Resistant Pressure 1 185 PW 73 x 721nsulated Glass 04/032023 No Yes No a60/-60 Florida Department of Business & Professional Regulation Pere 1 N I Building Codes and Standards 1/50018 Product Approval Application Detail FLATm4S4 Sass EnWvw tea gee Dmyarldw 21e UK version M nLmmdL et contact FBCApparN Aonritrss Iwo Revoon 2017 Thermo -Too Corporation Rldt Wright Lyndon F. SnkmML P.E. Ryan J. King, P.E. wit awil, 1OF1812017 102mot7 12/1202017 Approved Cotepory: Exterior Door (419) 298-1740 PE-43409 (813) 7674M Sub stager : Smi gthg EA.W DoorAeeamblba dd-amtkgooneUbe- ComplMice Mad d: Evakraaon Repodfrom a rim Florida Registered ArrJhbd or a Llcensd Florida Prooseonal Ereloser glMiaLAeuaow A■tamtlfw Aborcerdfar Use bad Rolm Saa3 Product Motel. NuNter w woo. Product Deoedo ern In NVFm Quteids NVefZ 1 p 1 a. &quotFbwCWwk&quat, 4liquotsmoo8reFar&qud;, S&MA &quo%lmpad&quol; Godard Fbegises 121311=1 No Yes Yes WA &quotCtealioCmWuot or&quotCWsicCmt shgla Door- W averring or Wareing C-deturawn Rtleb6quat Florida Department of Business & Professional Regulation Page 2 of 3 Building Codes and Standards I2012020 Product Approval Application Detail y Aooroved for Use Approved for Use Impact. sari$$ Product Model, Numberor Name Product Description Contra. Ex.mtion Date In HVHZ Outside HVHZ Resistant 2 185 SH 52x72 Fin/Flange. Frame IG)SG Single Hung 10/082023 No Yes No +601-60 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pelpe 1 w 1 1/6r10m 11 I3al4ii464 991111111 EmlhCp[ 210 film l2ow powha 2111 Ives Y(ialm Liakdmftw YeNdmbd By Validated st6mow FOC Appeared Awavad to" Revision 2017 Cbpsy Starting Products Company Mark WesterMk Intewk Testing Bandon NA, Gary PROW 11r292017 0SN02017 12/052017 Approved COWM: Exterior Doors (513) 7706062 Iris. (513) 510-SM 6ubCalpory: Secdonal Exterior Door Asoo btlas niwesW6eld@dopay.com Compllanae.M~. CeNSaawn Mark w Laiing Quality Assurrance Apprwsd M Use Acamvod for Use l6agagi geralon AKE !'�YatgKdmwworse, In.MVHZ OubM s HVHZ Redis 1 p_ 85 085 WB-0 PAN-2F163: 73, 75, 84A, 94, 42. 48, 428. 480, Steel Pan (idn. 25 go.) Single-Cw (up to SW wale) 05212028 No Yes No a33 PSFI-42 4RST, 6RST, GDSS, GRSS, ARSE, EDSS WINDCODE88174; W6 Games Door PSF Florida Department of Business & Professional Regulation Papa 1 N 1 Florida Department of Business & Professional Regulation P,ge I d I Building Codes and Standards IM201e Building Codes and Standards 1/5*01e Product Approval Application Detail Product Approval Application Detail FLA243>7120 Cass nnft or Rave Rik DIM Pandine 21h l3,1112211,11■ 990 E 19m31 Ism 201 DOD PONLlaa gee iYpe Vial" IYmdL S9mwt EnesaeraLbalyaud9wIN Values BuhnessW FWAm@YM Aasions &am Iama Vision Hasisaw Lbnw, VaUdstetlM VRPA@W a!!bmmd MAaalaoi Am)Ioml Atdia Revision 2017 PGT Industrial Dean Rork MomHCh ds BCCO - CER MomH)sda ScDO- VAL 12202017 12108r1017 12262017 Approved Revision 2017 PGT Industries Dean Ruaw Mlam{-Dedw BCCO -CER MIamFDade BCCO - VAL 12202017 12MM17 122&wl? Approved Category: Wndows (941) 488-0100 (786) 315-25DO carom. VVladowo (941) 486-0100 (766) 315-2590 SubOalogory: Fared dmenk®p9tlnduelws.com SubCatspory: Single Hung dmwkapgtinduotrba.com comprator Mathow Certlsestlao Mark or Losing Complonce, MNhod: CerlHication Mark or Lotlng Approved for Use ADMVM for UM Imoam Doom Quaft An Approved for flats Aonmlras for Use Impact RAI■ Ali: PreArlYpwl.Numewwwira Product DoLlcthm Ocasned liscoft,111W Dab 1, HI RutsiIeHVHz meallewt Plwwa ow SOLaw, No- product Degradation - jiggisaft Dom In HVHZ Oubkb tli i P1ewf■ arye 9 PW-5520 (LMissile k(ead) Vinyl Faced Wmdorr 041302D20 Yes Yes Yss WA 7 sH-68W (Lugs Mosey knPad) Vogl Single Huai Window 07r3a40Y0 Yes Yes Your N/A Florida Department of Business & Professional Regulation page I of I Building Codes and Standards 1F2018 Product Approval Application Detail FLa131924M FLf121924M Irpe YamaB 1Mwideam Contact Enclow &License V IMNad By Ytlis■s SUbMbod FBC Aar Approves AV" IYw VorNw iftnub wi Revision 2017 Jamse Hardie Building Products, Ind. Pines p Zhu Ronald 1. Ogarra John Southard, P.E. 08252017 011I0942017 08282017 101102017 Approved Revision 2017 James Handle Building Products, aid. Cases": Panty Web (909) 3401=7 PE-24121 (352) 367-2528 Category; Panel Wale SubCaapory: Siding pingshe"taiiiimoehor Subcategory: Sitting compliance, slashed: Evaluation Report from a do.com Complilance Method: Florida Registered ArddEed or a Licensed Florida Florida Registered Atdltedwo o Llgnsd Florida Protes Lionel En~ professional Enplaear gwilikAfw sm Apt for U" Apgimutl for U" Imawi Ramp amf Product Model. Nardw or woos pmduct poserhidan an DWA 10 HVHZ Outside I,p� ROWM Program Ayga Prodsot cowl. Nimihar.Nun 2 HordlaPlank Lop Sidag lbw-plhem op owing 1=1=20 Yss Yes WA WA 2 HwdlePWW Lap Siding Florida Department of Business & Professional Regulation Page I of 2 Building Codes and Standards /rm1202o Product Approval Application Detail L1a76141e1 Quaity Assurance Approved for Use Approved for Use Impact Desian calm R rl mm Ilan MI01 VertioNAlumdnum Mullion 17/312020 No Yes Yes N/A Revision 2017 PGT Induetrlas corece:windows Subcategory: Mdbes conerMaroa Method: CalmMatlon Mark or Luting FL0261R11 PrpdUab AMA Product Model. Number w Noma 1 Mullions for All Doom and Vmndows Florida Department of Business & Professional Regulation Paga i N 1 Building Codes and Standards 115=18 Product Approval Application Detail Era. or 211a gam Bonapartism gam. Contact Emhw[lLkems valMNd ev Yam Sum FOO Aoonmal Apgpx■ amm& Pingsheng Zhu Ronald I.Ogarra Jahn Southard, P.E. 0826=17 08109=17 0821=17 10/102017 Approved (909) 349.2927 PE-24121 (352) 367-M pingsbarexhu@Nmashar dte.cem Aggrieved .for Use Aoaroved for Use ■wB pmkm catered Expansion Deb In IIVlQ OUW* Prossaa Ibercerwd op sitting 121312020 Yes Yes WA WA Florida Departient of Business & Professional Regulation Pew i m 1 Building Codes and Standards 1/512018 Product Approval Application Detail E Rea 211t ➢1teP.wlBm tea Emaem3.L VNldatd av Y Submitted FBCApproval ABA AWue Dean quark Miami -Dodo BCCO - CER Mla. Dote BCCO - VAL 1210612017 11/162017 12009=17 Approved (941)49"100 (788)315-2590 dmarkapgUduatrfae.com 2616mAmar■a Awaasfor Joe lareard Dark, ProductD»domn IWEItlZ Outside HvHZ fallassual Pressure Aluminum MWlon 06262021 Yes Yes Your WA Florida Department of Business & Professional Regulation Peps i N 1 Building Codes and Standards 11542018 Product Approval Application Detail FLASM4t2 Ceps Eaftof Pam gee Dab PNWIM Ras mn version Man Faaiaserr #L■ow vakaadeder V Udmbd Submitted PICAnarmal Approved Sams Ravoon 2DI7 Abdo Nick Thompson Lydon F. Schnddt P.E. Ryan J. King, P.E. 1O 2017 10/032017 1011112D17 12112,2017 Approved category: Panel WNis (330) M-2389 PE-43409 (813) 7674555 luIrCallo": SOM ndompson@alside.com compliance IN "' , ; Evaluation Report from Fonda Registered Architect or a Licensed Fonda Professional Enngkww fW52ril-M Products 9uatm Aperrovedfor Bad AporovdfgrUr Imma Design aw Product Monty. Wntarr w Nwrm ProductDescription Contract Eai*atlau Date In Outside ttYtll Rabdut PNIK.! 1 a. &quct;ZT&glolt SdR Vent or Solid Vinyl Sofia 12/31=0 No Yes No WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pro IdI I 116'20m Enter gas tam Dab Em+sm 20 Contact Emmeac4.L,imuw validated By YaIMetW AapmmMt Beal Approves Ak" Dean Ruadt Moml-Dade 8000 - CER MWW Doe SGOD- VAL 1220=7 112&2g17 12f2b=17 Approved (941) 488-01o0 (786) 315-2500 dmadc,�pptlnduNrooeom Vinyl Siding Glass Door 04114=21 Yes Yes Yea WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail 1 Same Emal at 20 tea DAN trowels■ gala ]Yoe Version M@wAsakni Emleeutldmwa VeHdatedar YIIhIMes Slao" idSAurawmrN Appa>r■ At" ROVWM 2017 CW*y Bugdfng Products Company Mark WesbMeM Intartek Testing Swvloes NA, Gary Phwhor 11292017 W1012017 12101Y2117 Approved CS%Wr. Exterior DOM (513) T104 M Inc. (513) 519.6568 Subcategory: 8edbnel Exterior Door Arrembifal nmesten6eldQdopayaom Coon Matlid: Certlflntlon Mark or Losop "52711 Products Quality Asereenorcus A,,r,,d far Use ACKNOW91d far UM boom 2wlm haA PmerrlMaW. Nun lox wwms mJII1lZ Outside HVHZ Anil m P1ww0 102 102 W&16 PAN-21r153: 73, 78, 84A, H4, 42, 48, 42B, 4813, Steel Pan (mot. 25 ga.) Couble-Cor (97 to 167 05212026 No Yes No .37 PSF/-41 4RST, BRST, Goss, GR5S. ARSE. EDSS wkle) VVINDCODE&,6174; Vg6 Garage Door PSF 17,Al2fY2�i gollit UK YMalp6Manufacturer R"Won 2017 Jamee Hardie Building Products, Irm Category: Frew Weds suwCalsgory: Siding Compliance Method: Evaluation Report from a Florida Registered ArdlBed or a Licensed Florio Protealionat Engineer PL61d1a2.Rd Produlw AKE Product Model. Nunihw w Nun 1 CampWw Lap Siding 19rt1lZt2,11tit coda Lrw V.W- Im adisa L Rovrron 2017 Alexis category: Panel Web subcategory: SO% Connemara M 11 - Evakratien Repel from a Florida Registered ArchtW or a U0~ FWW Professional Entimeor Ala ProAwt Model. Number or Nun 2 b. BquotAelanoe Wftrot; Solk Florida Department of Business & Professional Regulation Paga I a I Building Codes and Standards 1132o1e Product Approval Application Detail EmmLe 29e Rea DW Program 22M Samegt Emlwu#Lim V@UdMWBr Yatileas Afamsms MAoparal Airp■.s AMR Plgenew Zhu Ronald I.Opera John Southak, P.E. 0sam17 08MOM17 0828=7 10/102017 Approved (909) 349-2927 PE-24121 (352) 367-2528 pingohong2tw0janmshar die.com QWmLAtl11a0m Anorarod for Urre Approved for the IM= 2■■ Eros Dead contract ENokmion Dow In HVH;Z outside HVHZ ! Pmwa ibex-Cwnem op snag 1Y112020 Yes Yes WA WA Florida Departnterit of Business & Professional Regulation Peps I df Building Codes and Standards 1/520 11 Product Approval Application Detail P-i*W w go 20 bats penchant 20 C Em■ua.1.1- Validatedav Yalitl■s SWmises ESCAsawmul Apl>■nll at" NIA Thompson Lyndon F. Schmidt P.E. Ryan J. King, P.E. 1010412017 10/032017 10/112017 12/122017 Approved (330)922-2389 PE43409 (813)78743555 mhompemealows.nm Ou,ftAssuranw Appointed for 1m! Appointed JIIUse ■lad Rwlw Ind oresldsxyNz ! Premium Vent or Solid Vinyl Sofa 12/312020 No Yes No WA N N Q� Q 0 L sYa CU +a W -0 0 0 _-0 C 0 p- L 0 ?� 0 le 0 > U) W " 0 1 -0 c V J E z z LU J TTTI a diMl alitubllit 1[: II dSlhllf GVII 101V„ n1gdlG 1. (: IT s -4-0 N Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 3 of3 IrM2020 Florida Department of Business 8 Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of 1 1120/2020 Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Pap, of i 1/52018 Florida Department Of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Papa i d 115=18 N1 > („) O +-a /i•' L W O o /`r : CU ' ^ V •••� Co J 0 _O � L O 0 � 1 O L � }i 4— O �' O • V�� V w � �tJ Co ^� � /` -Z^ vl W •' ^ v J CU > rMEM &pds. Entity or pig Ott Date Penalnc 129le TTw- Version Manufacturer contact Engineer & License Validated By Validated submitted FBC Approval Approved Status Revision 2017 GAF Michael Stleh Robert Nleminen John W. Knezevich, PE 12/112019 12/11/2019 12/182019 ding FBC Appn Category: Roofing (800j 766-3411 PE-59166 (954) 772E224 Subcategory: Asphalt Shingles mstieh@gef.com SubcatCompliegory: Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida prMesslonal Engineer FLW 012441125 Praduccs . .. Impact Design QYNIN Assurance Approved for Use Aooroved for Use 1 Sao# Product Model. Number or Name Product Description Contract Expiration Data In HVHZ Outside HVHZ Redstart Pressure 1 GAF Asphalt Roof Shingles Fiberglass reinforced 34ab, laminated, Stab and 12/16/2022 No Yes N/A N/A hip/ridge asphalt shingles � Entity or Dagm qyg Date Pendina Data Mw Version Manufacturer Corded Engineer & License Validated By Validated Submitted FBC Aooroval A—ved Status Revision 2017 TAMKO Building Products, Inc. Keml Eden Zachary R. Priest Locke Emden P.E. 10/192017 10/052017 10202017 12/12/2017 Approved Category: Roofing (417) 6246644 PE-74021 (334) 3OD-1800 Subcategory: Underleyments kerri_eden@tamko.mm _ compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer P!W 2aa$-He Products `' - - - - .. - .. - Quality Assurance Approved for Use Aooroved for Use " , Impact , .• aeg# Product Model. Number- Name Product Oescrlodon contract Exghalion Data Iatlm 2utslds fUM Resisters Pressure 6 No, 15 UL As alt saturated or epic felt 10/182029 Yes Yes NIA WA FL*16918.lt2 211111 ErAIN w 211a 21a paw PNNNM 21M Must Version Mandialiagia concept gwaaffi0ima Validated By Yylaatea AoMftd ESN Approved AD" Review 2017 L.V. Thompson, Mg. dua Thompson AndaOsdural T Chrie6run Zoo R Priem Locks Smaden 1011012017 iW10R017 101172017 12`12)2D17 �Y M' Approved MBbN CO may- Company AMCO) toryn go �� � PE-74021 (3;M) 300.1tIW SubC*to": Roofing Acoessorl" that Imepral PM offs Roofing system am an CophpiMna Wlhotl:Ewketion Report from* Florida RegMsrad ArchW or a Uow&W Florida Professional Ell~ �r A@@ummm A Use A .iIM Instill 22WM ama Product MOM, NahmWr or Wore Product Distillation In-IIVIZ .(gag Fr TAMCO Flat Top OR -Ridge Vent with Baffle forTge 20 ga. *left roof ventilator wat with beO0106ol 28 Yes Yon WA WA FLgttMt4R2 220 Enter or lift Do Dab Pam go mm Voted. juggialiaga contact EOsimes, a.Lo— ValMand Isv )(yam lubmag FIND Aticraval epgrovie( Raylebn 2017 L.V. Thompson, Inu tlba Thompson Architectural Terry ChrleMYn Zatlrary R Priest Locks Bpmtlerl tOHO/2017 10/10V2017 10/172017 12/122017 Approved Company AMCO) (B�f3) �� � PE•74027 (334) 300-1800 Roofing Accessories that M an Integral Palls of the Roofing System CampWnaaWhod:Ewluadw Reportfroma Florida Rapkewod Architect or a Llwud Florida ProMskmal EngkNsr Quests Aa�oms Applm0d t9tllg Ap�7fld.ATLthL MOM Qsim �a Predrmra Mda6 Number or Noune InlOalt g Resit Pressure1 2 TAMCO Gooseneck Vent 26 ga. oseer2026 No Yas WA +01.82.5Cn Florida Department of Business & Professional Regulation Page I of I Florida Department of Business & Professional Regulation Building Codes and Standards Pep. I of I 1162016 Florida Department of Business & Professional Regulation Depa ag Building Codes and Standards Peg. I d I 11=16 Florida Department of Business &Professional Regulation Building Codes and Standards Pass, 1 of 1 howls Building Codes and Standards Product Approval Application Detail 11712019 Product Approval Application Detail Product Approval Application Detail Product Approval Applcatlon Detail Code Entity or )fie Data Date Pending Dote FLMNI@4t2 PIL01102184IL2 P IYa! Revision raft YMalon 2D17 lialtift= L.V. Thompson, hla dbe Thompson AmhBecteral 140teke Company (TAMCO) Category: Roofing SubCabpoy: Roofing AeeeesomW that are an Iagnl Pot ofthe Roofing System Canpllena M.f W: Ewtalbn Repodfrom a Floritla R rod Architect or a Licensed Florida epkeq Probsalonai EnpMx E011g'4f contact Emk9ui1lraa9e Validated! by Torry Christman Zachary R. priest Lade Bowdon (813) 2483456 PE-74021 (334) 3W-1800 to n/®go netatoo8ng.com 2111a lib YaWer9d $shmlYd 101102017 1 W402017 I FIND Assuaged 101172017 2MI All ..... d 1211=17 AWN Approved Sri I!@a Veralon Revision 2017 IlmdduAaer L.V. Thompeo 1, Ina ba Thommpow ArdhBactirral Metals Company (7AMCO) Cottony: Roping Su6Coxgl Roofing Accessories that ale an Integral Pet of gas R00%ng System CompCompCompliance Method: Evaluation Report from a Florida Registered Artful or a Licensed Florida PmhNiaal Enpiesr ErAww Combat Prmku[aLkemt Validated 0, Tony Chriatman Zachary R Priest Lode Sowtlen (813) 24834M PE-74021 (334) 300-1800 tony®pomaiakoollag.00m 211a 21M Date Pending Vrleawd Elihmildd FWAoaroul 1 W102011 1N70/2017 10/172017 29t Aar 12/7Z2017 ohms Approved 911 IYp! Va6ka Revision 2017 Manufacturer Florida Metal Products Inc. Come": Rooltp BubCebpory: Roofing AooesWrba that ere an Integral Part offs Roofing System ComplWlp Method: Ewkatlon Report tom a Florida era Licensed Plaids Professional Engineer znft of Coined Erad—a Us— Yale®C Clark Jones James L Bucket, P.E.@ Mkt" John Station, (904) 783411400 CBUCK Engineering P.E. daktgllanrrrn.amn PE31242 (581)4147557 to 20 Da Porten YAMad atuhrslYd FW Acuumand 1025/2017 1010512017 1=72017 2da Agrapnd 12M22D17 sum Approved Tv" Version Revision 2017 0 Manufacturer. Lomanco, Inc Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing system compliance Method: Evaluation Report tome Florida Registered Architect or Licensed Florida Professional Engineer Contact Endneer & License Validated av Andrew Carter James L. Buckner, P.E. Steven M. Unch, PE (501) 882-6511 PE-31242 (717) 317-8454 acarterClomanco.con , . / , t �4. , w `-.. -" `• , -..., . .. ., QumINA suranea Valltlated#W Submitted FBC A -royal Approved 04/092018 12/182017 04/152018 061122018 • z e .. - •. , . ° ` Approved for Use Approved for Use Impact ,Status Approved •.� ., Design FLE2168MI Product _ Se Product Model. Number or Name Product Descrlptign Con[nM Expiration Oates In HV"Z Outside HVHZ Resistant P—shms taaa 3 ProrY at aaeat. NrmMrar learn TAM C.o Olfiatlga Roof Vantwlf Baffle Qualtifir Assurance ProcludDsonedisdow, egg 28 s. sti fc roof ventilate with In p integrated bofM o9/o9rzoze Approved for tilas Aooaved Dab In NVNZ Yes for Use Oult" NvNZ Yss Impact Resistant N/A QMIaD PALM NIA affix 4 Product Model. Numberr or Korea TANGO Round Top Off -Ridge Vend with as18e br TM golkAwkwun Product ostentation 28 �. glade roof wntlletr wNh be8le OBg82028 Approved for Approved for tlas In HVHZ outside HvNZ yes VM lnom Ruist" WA Doolon P1owasufs, WA alai 3 Product MOM, Number or Harres 3 - F1AMC0 Bquot:RV 10 Ridge Vent&gUoO Guest, A� ProductDissertation Vact for pitched roofs fabricated 121312020 Aluminum 1 Aluminum iron 0025Mminum ApmwW far Bss Approved for Wes In lfil Z OutsidliM No yes li = Riallittaft NO Down premiums WA 1 Deck-AIrTM DA-4 Low Probe, Polypropylene Plastic, Roof Vent 07/102021 Mechanically Attached to Plywood Deck. No Yes No +97.5/-9T5 Mj I — I I Florida Department of Business & Professional Regulation page I oft Building Codes and Standards 1202020 Florida Department of Business & Professional Regulation Page 1 of1 Building Codes and Standards 1202020 Florida Department of Business & Professional Regulation page 1 of 1 Building Codes and Standards 120/2020 Florida DepaMxnt of Business & Professional Regulation Pepe 1 of i Building Codes and Standards 1nrmls Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Fsd@ Entity or Date jypg Version Manufacturer Contact ErmineerB License Validated By Validated Submitted FBC Approval ApprovedStatus coda Entity or Date 70 Date Pending 2d2 7,-j(�e Version Manrpacturar Contact Erwinaer&Ucanse Validated. By Validated Submitted FBC Approved Appmad Sirius code Entity or Dtaa 20 Date Pending Done IYBe. Version Manufacturer contact ErwinearB License Validated By Validated submitted FBC Am —al Approved status 1 areas or 20 !ate 1L � EB$ Zw vm Amweemd lum Revision 2017 Borer Roofing Category: RoofingApproved Subcategory: Roofing Tiles Compliance Method: Evaluation Report from a Product Evaluation Entity Anderson Rotch IAPMO Uniform Evaluation Gary W. Walker (801) 38r1-6091 Services LLC. (205) 854-Of60 RobinAnderson@hcral.co m 10/18/2017 10/062017 10/21M17 Approved Revision 2017 Global Protection Products, LLC. Category: Shutters Subcategory: Storm Panels Compliance Method: Evaluation Report from a Flordds Registered Architect or a Licensed Florida Professional Engineer Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezeviah, PE (854) 689-7545 PE-44167 (954) 772-6224 tim.mbinson@gppenLcom 09/062017 08(J12017 09/112017 12/122017 Revision 2017 All American Shutters and Glen Category: Shutter Subcategory: Storm Panels Complistca Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Mike Barbisrl Frank L. Bennardo, RE Troy Bishop, P.E. (561) 712-9882 PE-0046549 (954) 947-0880 mlkeb@allamericanshutte ra.con 10/18/2018 i0M82018 10232018 12/11/2018 Approved Revision 2017 rid Building Components group InF Categey: Slnmdasl Comparemds Subcategory: Thee Plates Compliance Maered: Evaluation Report from a Product Evaluation Entity Stuart Lewis ICC EveluMton Service, LLC Whom M. Ramed, PE (847) 91843473 (407) 681-1917 abwkeeajsnefw eom OW/92017 09107/2017 092112D17 Approved — 151.079/81t11 ,egg-g 16 17 18 19 f4oddcts Product Model. Number or Name xon1 Sazony 900 - Country Slate, Hartford Slate, Shake, Slate, Split Old English Thatch Saxony 900-Country Sam, Shake &amp; Slate Saxony 900- Country Mate, Shake, Slate &amp; split Shake Qualih Assure rice Product Descrlotlon Contract Expiration a r e • Rialto, Fiat Profile, Stockton, CA 121312020 Flat Profits •Henderson, NV 12/312020 Flat Profile - Lake Wales, FL 12/312020 Approved for Use Approved for Use Date In HVHZ Outside HVHZ o es No Yes No Yes No Yes Imoaet Re NIA NIA N/A N/A 8s§ier! Preswre N/A N/A N/A P 6-0it 1 ... -' Protlud Mptlel. Number or Name 20 Gage Galvanized Steel Storm Panels/HVHZ Quality Assurance product Deserlptlon Contract Extinction Date Corrugated Galvanized Steel Storm Panels retained 12/312020 or not by hacks to provid. hunicana protection. .. ApmIn HVHZ Lisa Approved Outside for Use In HVHZ Outside HVHZ Yes Yes Impact Resistant Yes POlwressure Pressure NIA - S Product Model. Number or Names i 24ga Gelvarszed Steel Steam Panels a Quality Assurance Product Deacdo0on Contract Ezglratlon Data 24 Gavanized Steal Storm Panels 12/312020 `P Appmvedfor Use Approved for Use In HVHZ Outside XVHZ Yee Yes f�pgp-( Resistantre Yes Qg�gD N/A - s e "MM60 Produces gE 1 pmdrmrl Model, Nrarmyror Name RW BCG/Alpine Higher Strength (H &amp; S) Metal Conrhrcle Pleb 12I31202Y Approved for Use A Use III Ip, , ,jj�$ ) Yes Yss MIA pressure WA all CU 20 Saxony 900 - Shake &amp; Slate Flat Profile - Lathrop, CA 12/312020 No Yes NIA N/A ro Ville 900 m . e - 1 es N/A ITA 2B Villa 900 Mad— Profile - Lake Wales, FL 12/312020 No Yes N/A WA Florida Department of Business & Professional Regulation Pope I of 1 Florida Department of Business & Professional Regulation pope I Of I Florida Department of Business & Professional Regulation Peg. I of 1 Florida Department of Business & Professional Regulation page 1 .11 O Building Codes and Standards 1/61201e Building Codes and Standards iffiole Building Codes and Standards 116r2016 Building Codes and Standards I/swia Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FL*1299.M 92da Ermww 211111 21M Dam Penang 2d!t d3 no4n Sim InN, 291 20 DEM Pandma 201 PLtlll$.M 2ft Entity or lea 21M DootParalle¢ w§k FU215 B! 2991 Etdior 21M 21M OW Pending go mm version igpitfs9pla[ Calmol Enak�3Iricatem VaodAwIN Valdated Auhmod IFFICApporninsid AID two mm Voman MMUF&.b— Engineer ALicimas Validated By VANdmbd allhaflftd F&C ApprovalAtlersxa9 arm bah Vtlrslm l contact Emd—aaILI— Validated By Vallidided a,mermrd PECAlatsehol Amnaved Aida mm Vold m Mmnu caw Ctimad EnallneerALIcterwas 10a11dated8, Validated Awawwd F&C Approval Approved Awn Revision 2017 nW Building Components Group Inc. COMM: S rtgoin l Components Suhttoes": Tree Pats $wad Lewis 100 Evaluation Sella, LLC Wftm M. Randall, PE (847) 9186473 (407) 681-1917 abwb®akaraeaw.00m OW19/2017 OOM712017 09121/2017 Approved Revision 2017 mN Building Components Group In. Conti Structural Components Subcategory: .� Phnom Start Lewis ICC Evaluation Service, LLC V Wb m M. WNW, PE (847) 9186473 (407) 681-1917 �ne�,_� OPII 2017 091072017 0921/2017 Approved Revision 2017 ITW Bufd i g Components Group Ina Gbaoy: Stucdml Planes Components avbc.legory: Trua* Plata* Stuart LW* ICC Evaluation Service, LLC William M. Ranked, PE (847) 918b47S (407)681.1917 skewleQa4lnefw.wm 0WI W2017 0W0712017 O 21/2017 Approved Review 2017 MITek IWuafrfes, Inc. Category: icy:Structural Compplates ems SutrCaispory: Truax Plata David Wert ICC Evaluation Service, LLC ]CC Evaluation Service, doer a mill com LLC. dwart@mf.axn (205) 598-0800 10/19=17 1N1912017 1 W22=7 Approved Corepanes Ms9nod: Swakartifin Report from a Product Evaluation Emdty Comgtnce Method: Evaluation Report font a Product Evaluation Entity Compfl EvaluationP Evaluation Report from a C MafledEvvaluation Report5iorm a P1tOD#-M Produces Qualifier A� Approved for ties Agwoved.be Use go" D"kan FUM9994t6 Products Approved .for Use, Appr9ved for LIM !rdna lttlk¢ FIL011999413 Products Approved .for ties Assuaged .for the krAMOt Distill FLM11974y9 Products Ogallala AWleence, Approvedforlilso, Aped for LNG hmmwt QMI® mesa Product Model. Number or Name 22oMkdZadmN2m2likNlaag Q1dlZttOQg ifieselletard PJ9xprs still! Product NbdL Number or Nonews Product Description n DoW I, KM ! 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Vaulm UssidedalrsL Eagacsi QGOfaal Easkn[auk Validated ay !�. go ]shod aWdtlea venting FBCAmtmal !� Alaaoved Awn FIf2197JM fd4! muse version Mmubdu Easily or cors� Emlmeralk— Yt�Elt go grill pia Pantllre Maidobd avbmwd FINDA� � A� ataaa nmlly41e QSds Tfae version 1�1dIrAIrs[ Ers19Lat c�.ct EBat�caL�e Validated2, Rik �Cflli86p VaIW bd at&mMLW Pfl4Aaermld lid A ad as FLM79 $¢ Qffi! nrra Version manufwAn Entity or Cotswold Ela�alkaraw ValmdWEtt !§$ QlSt Date ParasiticRat Mond" julta fd ffi%Ano—of ApN-,d slept (D RVVW. 2017 MRek Industries, Ina Cotspoy: Structural Componsnb aubCalookay: T— Plates Competence M*fod: Evaluation Report from a Product Evaluation Entity DwIdl Wad IOC Evaluation Service, LLC ICC Evaluation Service, (314) 851-7480 LLC. dmrEdlmf.am (205) 599-NM 10119=17 1 W792017 102212017 Approved Revkelan 2017 Mrrok Industries, Inc. Catsecry: Structural Components SuhCWgory: Trues Pits CanpXona Mated: Evaluation Report from ■ Product Evaluation Entity DaWd Wert 10C Evaluation Service, LLC ICC Evaluation Service, (314) $51-7480 LLC. dwertQmli.am (205) 50"800 1 W792017 1011 W"17 102=17 Approved Revkelon 2017 MITek Industries, In. Category: Structural Component Subcategory: Those Plates Compliance Ms- , : Evaluation Report from a Product Evaluation Entity David Wad ICC Evaluation Service, LLC 100 Evaluation Service, (314) 851-7480 LLC. dwerlilmN.00m (208) 59948M 10119=17 1 W1912017 10/2212017 Approved Revoker 2017 MfTek Ieu bli Inc. Category: Structural Cemponea Success": Trams Plena Compliance Mefot: Evaluation Report from a Product Ewhetion Entity David Wert ICC Evaluation Service, LLC ICC Evaluation Service, (314) 851-7480 LLC. dwert@mll.comr (205) 599-NM 1W192017 10119=17 10=2017 Approve CIO O PL01974t9 Products Pda2197419 Produgla FLBN974t8 Product L Quality Aaures— Approve for Use AOp@f IM219 ClimateA8llfa� Acoraed for Ur AD,,VdInside Use lapMB Jkalm AI Amy' kdm9t J.�m Approved em[� ler� Q!!�p � alga 2 Product MOM, Number or Nam* Mil 18 16 ga. bun connector pia 01/0121123 m HVHZ Yes s Yes td�ers, WA PJ3tlgrs WA alas 3 ProfxdMo". Neb.r w N.m. MF1aH5 itsL�Ialld�a 18 ga. high steeptla foss conescor plate 011072023 1filFQ1Z -fm8 Yss Yes liltsl�ld WA Ptmgrs WA affix 4 Product ModN.xnmhharawm. MT20 20 ga. in= connector plate 01101=3 IHIZ HVHZ 1Rft1@Z Yss Yes I WA lr9ssars WA )!lsll 5 ProAraMOMl.Number orNarne WMOHS Product Description 20 gs. high Mroull Wes connector pate 011012023 IatO(IZ Outside Resistant Yes Yes WA P.[s»s WA a Search armB Qsmm C O 0 V Florida Department of Business & Professional Regulation Page 202 Building Codes and Standards 1202020 Florida Department of Business &Professional Regulation page I aft Building Codes and Standards 12=020 Florida Department Of Business &Professional Regulation Pile 1 d 1 Building Codes and Standards 115=18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Datall � MICU W FLWaa,.rtnzPrmlu�s',. - nstnaws TV" EdItcrlal Change FceR527.R1p 4S9s. Vesion 2017 Ptdueds Manufacturer Weyemaeuser Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation EntityBu6CatsgorY: g:. Emltv Or. contactEnoinaer & License Validated By Rob Baldwin ICC Evaluation Service, LLC Ian Lehrer, P.E. (253) 9246476 (608) 839-3288 RWert.Baldwin@weyema euser.com -: 2111-1 Validated Submitted 04/01/2019 03222019 onto Pending FBC Approval Daze Approved 04/08/2019 Status Approved S2111111 7Xg! vwwm Revobn 2017 uwnrbcb~ CennentiatCahea Prodlrcte,lna CaBoY: 8tructurat ctsmponect Products lntrW�cedes•Resukof Nave Terinrology Cowoff& aMsfoEvaluationd: Nation Report from a Flora RegYhmed Architect or a Licensed Florkle Entity C EDgbMil, Yappffiaffi Robert Ga"e TXl1Y X. XUYNN JohnN Hoy (813) 8593707 PE-00122 (352) 58643311 pwcedpatsrQyahoo.aruu R211 to Dabe pending YJAOWa aWrsittild fE%Am[9YM 1W74/2017 1W132017 10262017 ROI Approv!a 12/172017 saga Approved � W G Z Quality Assn 0 Aooroved for Use Approved M Use imoaet Design Sea # Product Model. Number or Hams Product Dascrigtlon Carl Expiration Data In HVHZ Outside XVHZ Resistant sure 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide Ilntels 05/212022 Yes Yes NIA WA Probeslonel Engineer Sag # Product Model, Number or Name Quatlty Assurance Product Description Contract Expiration Approved for Use Approved Dab. In HVNZ for Use Outside HVHZ Impact Resistant Desla Pressure FLJ11774112 Product 1 2 3 4 MlcrdlemLVL PerallamPSL TimberSfrand LSL TJ Rim Board Laminated Veneer Lumber 03131/2021 ParafelStrand Lumber 03/312021 Laminated$trend Lumber 03/312021 Structural Composite Lumber or Oriented Strand 03/312021 No No No No Yes Yes Yes Yes NIA NIA NIA NIA N/A NIA WA N/A affix 1 Produr2Motl9t.Numrberor/ape Quality Praegt a Commercial Concrete Products Product generation onDole Preeaot and Prestressed Concrete Uals 0525r2024 Asetrovial for.LOW Approvedfor il" In HVHZ Outside HOC No Yes MOM ! WA 21WM Pleats NIA Q_ board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03/312021 No Yes N/A WA SHEET NO. P A 1'�. 2 o' In 3' 4'