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HomeMy WebLinkAbout39736 Harmon Grove Ct" ���� ��^ � 09G�� N e� ^� —= E 17:11 IE-1 FE] 171 El E===] L11 EI❑ ❑ IE711:11:1E] E E10DOE11D O Ll F-1 E] ❑ ❑ ■ ■ ❑ — ❑ I-T-FT-F-FIEER INDEX OF DRAWINGS SHEET DESCRIPTION SHEET 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 ABBREVIATIONS SN STRUCTURAL NOTES 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 Cir. Circle CJ or Control Joint CLG orr 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 D8 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 ELEG or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP' or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Flr. Finished Floor FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HDR or Hdr. Header HGT or Hgt. Height HH or H.H, Hand Held (plumbing faucet) HHorizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KMIALL or K/Wall Kneewall KS or K.S. Knee Space LAUN orLauri. Laundry LAV or ay. Lavatory L❑ 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 MIN 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. PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return 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, RISH 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 SPECS. Specifications SPF or S.. P.F. Spruce Pine Fir SQ FT or SF or S.F. Square Foot (feet) SQ or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting 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 orVTE Vent through Roof Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WOW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing failure) WP Water Proofing) WS Water Softener WWF Welded Wire Fabric (Mesh) S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES PLAN �Pre-wire REVISIONS DATE VERSION THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID BASE 08-20-1 5 1.0 NEW BASE PLAN Moak A WIM 12-8-15 2.0 ADDED VAULT. CLG. CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 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. 9A E4 t F e e, r'•ko w N ¢! a 9 Lei g'�UFEGIQ�,�` f181III III�Il 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 seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W v Q O O U O m co (o m N # 0 O) N fA J) rF. a J u J a.. a 6' CN LL w vi o CaLLLL CIL a� 0= z M C o OC YL-0� mm° W rn � °I J o Z coLC' N M LL V 0 N a d O D U Z ❑❑❑ W V M N M O z o a- , N M LL 1 ' (13 C' V o O LL,V) N � wo U lil J ~- — E s , = w a C? O N co N o 1 w Cl) z¢ o z J E oo QN E ° �= Z® o oa 0U °o� O E O Qz0 <Q WW (p z m� o a Nm O, Z_ dW z o� o a O F ~ �� w 7� o to w� 5 >° a d ° J E2 '� L n, ai m W m 0 00 U 00 00—%% O C) /�\ m r co CD ■� = N r T (0 CD LO r 2 00 rn ai w 0 M d E c Z Z E O N E v a U Q cl � JOB NO: 20-6225 SCALE : AS NOTED SHEET NO. C S 3 s r C a� -o 00 0R 0 J LO z W 00 a N t`~o l N E 0 3 Q N N O a E E 0 `v c t7 0 v .o i a: 0 . 0 J r7 0 0 rn a O d N O N LO 0 X m 0 `.:_:/ A 0 N.B. S3 EGRESS EGRESS \`\ I ' bC6 O O ' 5-SH I AC PAD ----- ---� _ c.i 16" DEEP 0- FIBERGLASSo I ► M A \ 36 TRY =tw �o I SURROUND I RANGE \ F T C.G. 'n� m I TYP @ 1 ■ \ \ I � - -t- I o STORY (— B \ \ 00 21'-2" - 10'-4" 1„ 10' 42 �h 2'-4 I °u 51 I OP _ LO o c7 \ c� CAFE I\ N N 62'" ' I b BEDROOM 3 2" +-- C> o I C7 w A _� Q SI Kw/ )ISP TIL i o.w. o o i �0 - I ,- ,, _J 8CL G. I MO M \ VAULT. CLG. PATIO CARPET \ Q > I 1 _ I .. BEDROOM 8'-0" CLG. 2 CARPET ILE' o BEDROOM 4 -{ IT \ C_---=-----=_- :---- - --- _ { _� - 8'-0"CLG. �o w I 8'-0" CLG. I b I CARPET o n� Z' ! CARPET OPT. --1 I - - REF, j I _ I I I 5068 B.F. 4068 B.F. 4'-0" 11'-78"I f_ I 8'-8" 5'-4" 14'-6" I 5'-4 T-6" - N 6'-10" 4'-7" '0 � T _ INr00 - ro — — — — —R&S — — — — N --------------- cat 2668 R&S— — — — — — — 2668 c- _ w Ij HDR AT 7'4" -- ' I 23'-8" 3'-10" 7'-8" 10-108 I 5L6- 7,4„ENTRYco I U o 2:12 VAULTED CLG. I rn , _ 9'-41' CL _ I O 3068 ( I I 8'-0" CLG. � CAM FAMILY RM I T T I 9'4" CLG. CARPET o `f 17171 R.A.G. (3) x 24 #2 c: w/ — 1 K DTT2Z @ BASE D *F— � S3 S3 I ���Q AHU NOTE: FINISHEDI I • (o &'_ ' C G. N r U 0 WALLS TO BE TILE A IIu�ll 1 FLUSH. VERIFY IN I I S3 a 5'-115" 4,-0„ IIXI I Q I I(7 FIELD. I I OPT. D OPT. I f11 I( I I TYP @ 1 STORY I I I TP 0 11 1 1 if � G IBERGL (3) 2x4 #2 SPF w/ SURROUND SS r 11 f I I I I I I I R&S_ i'' --- -- -- 0 I N S3 DTT2Z @ BASE I r—� I g I I HANSON ct 60"x36" _ I I I I M SHOWER BOX @ 36" ZDRYER I },� 1 W 1 I A.F.F. I K o� I O I VENT S3 I I > I I 2 68 THRU ROOF I EDGE OF SLAB 2" I p X I I r 5'-3 " 1 $2' 1 3'A0 i BEYOND WALL =U) 1T-8" ! ' 1 I" 3'-0", 2668 7-8" 20'-O8 I <n 78 OMB — I I 2 CAR GARAGE I I I OWNER'S SUITE W. 1. T I 8'-0" CLG. '-0" CLG. 8'-0 CLG. B 8'-0" CLG. r I ( 2 -15BUILDER TO I I I I I I T CARPET CARPET I PROVIDE I TYP @ I O APPLIANCE PROTECTION I I I I I I K GARAGE S4 OPENING 0 I 6, D - 6 DP.T I CO WHEN REQUIRED PER I L T----------- I ----------- R&S � c A KBA S3 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/ 112" FLITCH PLATE H4 (2) - 2X12#2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 91 /4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 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 20X26 18JX25i S.H. 13 20 X 38 18 j X 37 j S.H. 14 20X50 184X50 S.H. 15 20X63 18jX62j S.H. 16 20X72 18jX71j S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 11-13 271/4X38j 26x371 S.H. 1 H4 27 4 X 50 i 26 x 50 S.H. 11-15 274X63 26X621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 q X 38 i 36 j X 37 314 S.H. 24 37 j X 50 1 36 J X 50 S.H. 25 37 1 X 63 36 j X 62 112 S.H. 26 37 J X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 i S.H, 33 54 X 38 j 52 J X 37 i S.H. 34 54 X 50 j 52 j X 50 S.H. 35 54 X 63 52 � X 62 � S.H. 36 54 X 72 52 4 X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE FLOOR PLAN - ELEV-Al SCALE: Y4"=1'-0" 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. Ed. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" Q +29.7 / -30.8 © +29.7 / -39.2 �E +26.6 / -28.0 O +26.6 / -32.2 OG EET �H SEE SIN SHEET SEiz MPHUMMO NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" (TRA) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONIC WALL EXT FRAME 2 x 4 EXT FRAME 2 x 6 CONDITIONED CEILING R-4.1 HIGH PERM R-11/R-13 KRAFT FACED R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT SAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) y tt SppRpgg W • < C) Il,� GE5E$Yf 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 W v f. Q o EE 8 to pippp N N it 0 CP M j ) N [nn.-a .J W u_ a ® (+04j M CLLLL W N °' nW. it Z 03 �� 0M d'02c, =Cao o X m O COm I ." ILLLO co z 0 U 0 N Q O J 0 U W n � � tV O z �(D � o W a a N - N t� � },LU N �� w o Ly tV ru J �- e 1 8 >s 4 (V d M w Mz Z oS Z Z i E E w� Q O o N Z® oa —73FO E a¢ o °o< CN L¢zo ¢o az w d> C: oa .g ro� U� z -�� aw �Z CL o � LL g° a NW U � to O az w ~3 �o a= � oa Z4 OF U� 0 04 _ J > 0 ..� 0 00 r( U 00 N t"' ib V I- W I� � o �-- c`o O C3� .T� r NQ0 r O LO i 00 LID r ai Z 00G) r- M o t6 z j E 0 N z to E• U '� +�.. C d JOB NO: 20-6225 SCALE : AS NOTED SHEET NO. 1 KITCHEN ISLAND VARIES, 2" LESS THAN CABINETS BELOW KITCHEN M. 0 N OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS MIRROR SHWR. SHWR. DOUBLE CURTAIN HEAD RODS VARIES / ROD 0- 0 z 24" TOWEL BAR TOWEL BAR IN g W ON WALL ABOVE TUB OR SHWR. Q TOILET TOWEL BAR aa.., / ON BATHROOM WALL MEDICINE q _ SHWR. o CABINET 00 I _ VALVES _ = o TOILET C° 00 SOAP -1 PAPER C° o DISH U 80 80 HOLDER 02 0z d 0 t1 _1 1 co 0> N p CV) LT ' - 1 _ 1 `'� M co co N JB FIN. FLR. I Ll BATHROOMS, SHOWERS AND TUBS SINGLE ROD CLOSETS / LAUNDRY KITCHEN O F- MIRROR rIN O 0 W 0 M OWNER'S BATH BATH 2 INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE O FINISHED CABINETS - o COUNTER TOP------,30" H BASE 0 00 19 0 2x L 00 FRAMING ' 1 I T =:D 1 /2" GYP c? BOARD — r FIN. FLR. SHELVING CABINETS - 1'-21r '-O O _ O f co CV N N FIN. FLR..1 U 0 00 0 00 ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS_ J �e'6�a�'�iV�a60GpFdiPd�P ��s ,� 4O WIN b•��� '� "T• f •'•, 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. H W Q , O O CJ m N_ CD 00_ N 4k Lo : I_ N -o N 00 W iY1 cn ti m u - - QQjM CDU- u- W . N 0_ tL Cr z 13 13 @6Co Q' 0z0 C. W Ca OCO om�` m m COq �Q W IL cod jz � NZ Cl) J o a ,z V z N a U J 00 ❑a❑ M � Z N M O � Z OOp eN[ O a W cl- (n � 11 �/ A /0 N M z �O C C1 1 VJ (D �r - W � � U oWo N �l/) c U) A all w � J E of C1J � N M O W C13z co o� Z IJ O00 o 20 }N Z® F— N —E R0 �< W, 00 sW < NW L N 0 ¢ lr ns n U tim m 2 o o' Z }aW N J a ° z ul d) Q 0t LL O a z N W W N Z <x = 3 U 2S ° C) CjD d o� N. a o- U CN a = b: J L 00 00 rr v > r- Q o 0 n m � � o T — cv � O 00 M °' ►O r E w 00 M o z @ o E U a �? Q p +✓ JOB NO: 20-6225 SCALE : AS NOTED SHEET NO. 2 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS N 01 El ir 71::1L 1���1[711 -1nriF] [71 [71 M 14'-0" RIDGE VENT 12 �5 — — — —HEEL 12 F4 — _ — T.O.M. — — HDR HGT. TEXTURED - ' CEMENTICIOUS °O 00 FINISH ON C.M.U. (TYP.) --------------------- J----F.FL. FRONT ELEVATION — Al SCALE: 1 /4"=1 r-0" 11�2�''jj \I5 15'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS -------- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1'-0" TEXTURED CEMENTICIOUS 2'-0" FINISH ON C.M.U. TEXTURED (TYP.) CEMENTICIOUS FINISH ON C.M.U. (TYP.) ------------ I--------------------------------------------------------------------------------------------------------------- 11----------------�----' LEFT ELEVATION — Al SCALE: 1 /4"=1 F-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED, LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers, Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. l600811il�6iis OWN ••��SE m., • O. O: • Qj ,• " (gyp. dp a5 cis. pp-�+ C M Y� •�°��� �� o <.... < •'�•, �.+ fit,, �< 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. 0) W Q vw E tt to r- C', (0 �k (p W C a) N C 7 N LL J 7t LL N rn F LL LL O. 13 11 ejMM W �> Z O Z m e 0 0: ilk = m C,C_p W m O o2N rnrn W 1 � ¢ a �o Z IL ILW OD 0 N M Z U J N Z M O Q Z in NNQ Z O Q Q � J d � ul M `G`nn V O (Cj w O �N w $ ZD Jum WIN U m w � U o co • Co o W C")m M zo 9 U E E zo oo o <z Q wz Z® Oa CI E Ra 0 -d 0oi0E— zO N < orZ ¢ ZM k L to Uj c _ C ,� Y nm m 0 oZ ZF >Z Z CO � O a Z W U �< w � =K o �Z w ~3 o v zIa 3 ,dN.' J L \\ / co • p �0 00 00 C > O a U o 0 (.0 co I\ O T (D o 00 •� = CV r C37 I M ON r 1.00oo U') E M 0) O :3z E Q w c c a U Q p _J JOB NO: 20-6225 SCALE : AS NOTED SHEET NO. 3.1 0 20 M 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. F.FL. 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T-10" 6'-0" ------------------ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 15'-0" RIDGE VENT 12 5� —EXTENDED OVERHANG Ti BE CENTEREC ON DOOR 12 �5 — — T C) M �J -0' ------------------------------------------------------------ 12 5� REAR ELEVATION - Al 14'-0" RIDGE VENT SCALE: 1/4"=V-0" 12 ;�5 RIGHT ELEVATION - Al SCALE: 1 /4"= V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. t� r •s �•.F 1-0...--* �',�rufrttlna++�e�, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residenfial 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 $ 04 co 00 rr N (p aD N U J h V N - � � N # LL J u N �i r- M QjM 6u-LL LL J Q LL W y a a roo W m o Qa Z LLW(J) � CZ Cl) o ❑ 0 0 N Q U J W 0 M!�2 z N M o g z m z o J cn — N M z W V 2 4-1 C6 C W U O ♦N W oJum Ly N all t— (n U W J E 8 m i ..x t U o c U) d ¢ m ®0 N I� � C.0 J W M o Z u E `;o >o ¢s Q E w� z Ka ❑a Co m X° U 0o 0d8 cr Ow2C) � ¢o ZN � U) C �� o 0, Z, Z __ a� � J y `�+ N �� Fw p� ¢w sW ZZ 0 aZ C- 'S �LL o w o Mill to zw a �� 0 CV = �L1 � W \ m i✓ O 00 00 C > O 0 V lb O i— �� cU 0') I 0 U! rT 00 n Q LO r E c M di o Z ca Z = O E w m CU a E U ° JOB NO : 20-6225 SCALE : AS NOTED SHEET NO. 3.2 2" 1n N 2" N 00 1" VARIES *NOTE: FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY SPECS. IF NOT, I DETAIL TO BE 1" 2" OPENING VARIES 2" � BUILT W/ STUCCO. EDGE OFa OPENING 1'-101, � iv 12' CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS V-53" 3/4" RADIUS 4 a Mla 1/2" RADIUS �VARI�ES� VARIES _ ch d- CAP N M N 22" 2 1 1/2" RADIUS VAR] ES VARIES ^IN 1, V-4" 1„ 1 11_01. 1, 4 31 4 a a - Co .-Tv r 1" 1" 41l- MN - IN SIN 3" 42° '- 3" " 4 4 2" - � VARIES 12" 1" 32' 11" 32' 1" 1" V-8" 1" 2 1/2" RADIUS BASE in *- zo CD iv BASE 3,' 4 , • "Fi rN 12 *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2 ' EDGE OF OPENING = V-6" 1" 2a' • Z-E 0 N 1-1/2" THICK 1-1/2" THICK 10" LN 21 4 `r} 10" N 78 3" 4 1 2 - N 2" 4" 3" 2" 6 2" N w w M 1-1/2" THICK 24' T 7. 2'-4" 52, 1' 5" 51" _ W IN a' 1" 1'-4" 3, 12' I I cN 2 o � N 51" 4 VARIES 41 VARIES 1'. 2 U Ljj Q M I I 22' • VARIES VARIES I 00 Co i c4 JNT2 M 3z 3•� Q 1t 1" 2 44 Q4' - KEYSTONE F11 b _ '- OPTIONAL 4" GARAGE DR. OPENING 4" W - KEYSTONE F11 � OPTIONAL 3 3 L3' a 4" WINDOW OPENING 4" 4" OE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" R4gr" 2 VARIES 2" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 1 1„ 1�-63 1 i 4 4 4' 11" 2 54 2' 1 54" 1' 4" Co W f1 1 " 3'-8" 4" 3'-0" 4" 10„ 1'_4" 101, 0 Co iv iv N 1" o N i A N o0 0 �t F0 C) r [� - TS7H • 1 GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH O O [V O rn 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. N W zt QO W E O V O oo N r N # �♦ V 0 Y ! m 6J oo IJL J it w a �Mm w . vi K Z �� s c o 1,O 0m O Q 03 W IL ILU (�pjQ' oo (N N Z M 0 W Z N Q OU F- J ❑�❑ W 0 M � `— z m O z z o Q J � N M z -1 V LL W )_ Q U �O INI w S (_y N 1— (n U c wra r— J E 8 p•,.., I �]e .2 Lv coo d QO N O ti CC, W M oz O Z 4 14 LEI_ ca E Ou I wo � l' o �? � }N P Z® oa 0 0. OEaZ O XU co �O z N .o `� �� ::, m - C U mo Z� z U 3 J W a ° Q W �z m iv T Q a n O ¢ oson <- o aN W r U � ¢ o h� �3 xF I� O CD Jz ¢r owc >=O a x Ot �P za o3 J �N \ C7 00 W ■M 0 1 1 ) ^1 0 V mil/ C E T (6 C ILO M N T ..L. 00 In M o z EO N (O C t1 E U J Q C J JOB NO: 20-6225 SCALE : AS NOTED SHEET NO. F1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET 17719 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 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE #PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS e TRACK LIGHT FLUORESCENT LIGHT FIXTURE 200A INDOOR PANEL NEMA 1 200 AMP METER MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED--- INTERSYSTEM BONDING o TERMINATION PER 7I NEC 14, 250.94-// copper to lights & outlets copper to 20 amp ckrs .2 copper to WH .3 copper to Dryer or 4/0 SER Alu 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. WID GFI DISC. H. DEDICATED RECEPTACLE FOR MICROWAVE RANGE unnn o=o co=re Q EXHAUST FAN -- j W.H. VERIFY LOCATION 'O GFI _ _ _ _ _ _ _ _ _ J ELECTRICAL PANEL ,,-� EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CEPT. CH CHIMES (OPTIONAL) FOR ALARM VERIFY METER PB PUSH BUTTON SWITCH (OPTIONAL) SYSTEM LOCATION WITH BUILDER FD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) N 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT ELECTRICAL PLAN - ELEV-Al SCALE: f4"=1'-0" 0 CV 0 CV i 0 rn 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. N W/ Y O U ccpp Gipp O O '' ; N to 7t V t o t T to r- a M M .-.r 111 LL o LL 13 ZZ 0j Mu-LL aw W Lu n a W W = Dm_ �jCl)' 0 ILLL oOCLWn O fn� =) VN Z < O _3 ❑0� W z N O z v2 z o a J a ,n cn M z � C9 0 4_jVf3 .6 0 N ,�,c g wsa v w t— J E t0 L Q 0 N l� o C.0 J w M M w Z a Z Z U_ Q E o' z o �® D a o< 0 O U o< O to CV �z 12o0 az E� 1— to Vi Q o m2 0 Z LL m Q W z ~°og Z go d �a ¢o N W r� wz 3 >O o (fl Nr w� z¢ a r_ 03: =N 0 = iu J ns O .� : U 00 00 > O ^1 m � o � T to Cif 0) TT M N Ln r .J.. 0000 n r— M o to Z E _ a U 0 Q p JOB NO: 20-6225 SCALE : AS NOTED SHEET NO. 4 o W � C W v S o� OJ 0 J 91 l C N 00 02 0 Z. LO N C 'C S C FU— Q N N 0 C E E O _ C N �yy Q> r.7 0 U v c 'o 5- 9 Q1 fi N A C rn 0 0 a N O 0 cn ATTIC VENTILATION CALCULATIONS - Al (TRA) 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 IN. of of vented IN. of of ventilation to SQINof SQ. IN. of Ventilators vSQ.en ventilation soffit ventilation vented be provided . . Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (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-Al. 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. �d al N ° <,` c© 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. V W o V � � y N 0 M 1 � -* , r�nF_—° u_ - a (aLL � a Z Za �. W C co m m O 7 Co o�a,rn Q e Z IL un c pp N M Z U < W z z o < a N z V 0 +-, (Z LLJ — g O �N uu o in qwa (� f— U w U o N ■ Q N �� CD co W M o � Z �¢ IJ_ O i= z o oo N aN z® an U F— � �O <O R� o¢ a w0 �oU �� 0, N ru °dz w O Z, Wz w (p U) C z > y0 O Z, 6W �z z go W V W� a xW LL yZ =F 0 Q Y K = o III 0 m V oa 02 n' o� �N 0 = J nL' CY, m W co U 00 00 U � r 0 r M o V/ _ N T ID = N oo M M LO oo w _ cM o z E O E `m c U Q p J JOB NO: 20-6225 SCALE : AS NOTED SHEET NO. 5 ism I 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 66-9' UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON 5'-4" 1-9a" 3'A" 5'-0" 5'-0" 5'-10" 3'-1O" 6'-0" 6'-0" 3'-10" 2'-1064" 5'-1164" 5'-0" T-4" REINF. SEE PLAN. FOUNDATION PLAN �Vx w Uj H.B. T NPO@ 1 STORY S3 0 : 1 o \ I 2-94s' 16'-0" 6'-10".' :: :: I}Il p_p ( ■ -3 112" ..... I � II I \ \ SINKDISP I } I I LO LID \\ \ I F--------�--------- � I :; :: 0 I D.W. 1 0 : :: III m I 1 A - S3 LO o LIP--- _--_---CHASE TOISL D—=— — — — — — — —_ — � — _ � L � — — — — — — —-I---I•= — \ \ L _ _ — OPT. eJ — — — — — CJ 'T-' GJ; ; \ PROVIDE 1 �" RECESS \ � \ CJ — — -- —[KITCHEN I o I - — 111 , , CJ -�1-I ■ TYP@1 STORY U.N.O. STEPS AS REQUIRED FOR SGD. REFER TO \ REF. ::: ' : ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' : . '.'.'. .'.'.' . ::.' :: 10'-10k PER FIELD I MASON'S SLOPE FOR \ ISLAND 19 CONDITIONS WIDTH `1� \ LOW WALL5 I • . • ; • • I .. : ' :: o 4 0' I \ \ :: 16'-10" 12'-10" Y INDICATES FILLED CELL w/ 3000 PSI \ \ CONC. GROUT FROM FT. TO BEAM — — — — — — W/ (1) #5 REBAR VERT ABOVE SLAB `� \ ::::::::::::::::: :..:::::::::. ........... _ ........ ,. TYP @ ALL PLACES SHOWN 1 \ \ I , 0 -0' TOP OF CONC./ PAVER T BE 4 ■ (2) #5 REBAR HOOKED FTG. DOWELS 5" EMBED `� I BELOW FIN. FLR. HVAC CHASE 4'-0" 4'-4" 4'-6" VERTICALS w/ in W/ 25" EXT. ABOVE SLAB "GRADE 40 \ \ BASED ON \ 27LOCATION I STEEL' \ SLOPE I FILLED CELL � \� RE�ESDSEFOR FRT. POOR M L o \ \ 2'-6"x2'-6"X1'-O" FTG 'O I -4 S3 \ 25'-1 �" ` \ 9'-5 W/ 3 #5 E.W. 12s () I 4'-4" "' 12s \ \ CJ GJ \ I A (2) #5 REBAR °P TYP @ 1 STORY 3 S3 I S3 VERTICALS w/ in U.N.O. = I AHU I I FILLED CELL ri T ,3-5 12'-6"x2'-6"X1'-O" FTG N :: I ; ~ " `. ._.' W/ #5 E.W. 1/2" T-1' 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. M (2) #5 REBAR VERTICALS w/ in (3) -3 G I S3 i I OPT. D PT. I SLOPE, i7 FILLED CELL — 6-3-, V-10„ T-6" I I I T GJ CJ ; : — •i ■ I I ' '_73° I ' EDGE OF SLAB 2" I ': I 3-1/2" MIN 3000 PSI CONC. 24 T-10" 1'- SLAB FOR HERNANDO BEYOND WALL COUNTY ONLY I J C" 3-1/2" MIN 2500 PSI CONIC S3 "' SLAB OVER 6 MIL VISQUEEN I M �'� I S3 I 1 I VAPOR BARRIER '- '- ' !" 35'4" 20'-6" ■ I I BUILDER TO 0'-01, PROVIDE I (2) #5 REBAR I • (:: APPLIANCE VERTICALS w/ in I :: 4-0" : 12-1 O PROTECTION FILLED CELL W.H. WHEN REQUIRED PER FBC V-6" L 5'- M A S3 TYP @ 1 STORY U.N.Q. N. 5' T-1 FOUNDATION PLAN MONO - ELEV-Al SCALE: %4"=1'-0" CONTROL JOINT DETAIL SCALE: 3/4" = V-0" r,. w.•rr. .r•r,r� .rr',�r,rr',�r•rl -#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" 4 r� 4.wRn� t !, i1 CICN �e 0FESS�Q To the best of the Engineer's knowledge, information and belief, the structural plans and spectf cations 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. 0 WA,ft0 V ,d E m v U V N co A ul - -5 u M rn uw rnr �a w LL a w a Z CIL LL LL 7ja '0 Z �� oxt- lii. o cr m o N NW m m IS 'j' IL(V oo Z 0 N N m U 0 z 00 ❑00 W M 2!:No 0 � � N z a � Q� a E3 M (Dro Ct3 0 u- i—•� cn w m 0 0-*LnRi M w g w wos w ,- E mi U o c < N O! m o w U- n3E Z ij oo<� Y N E 8 'z Za o� o m N (_ U ¢z o 5 WW w w U) U O o Z J ¢m ' Q W zZ aNi y L2 � o�¢ LL go a N W c-3 < o F � C ¢ W Y O :) V o d 03 C N CD cu 2 cu 0 00 00 C > O 0 n^ U fi m ■�J■■� O t ca o C3) M o T 00 ..1� a) t O E 00 M z E r E (D z° M a E U 0 Q p 0) JOB NO: 20-6225 SCALE : AS NOTED SHEET NO. 6 L C UPLIFT CONNECTION CROSS-REFERENCE 1ARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 1 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) 10dx1-112 HTT4 4215 5/8" ANCH. 1(18)10d x1-112 J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH, 3/4" STUD BOLTS TDX6 5350 --- 2 - 7/8" DIA. BOLTS M HD713 * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 --- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 112" 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 1-112" S MTS16 990 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 - 1 Od 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 wl SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 1 12-10d x 1 1/2" HHCP2 680 1 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER, REVISED 10-17-19 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) (A) I OR 2 PLY BARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). (B 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 OR 2 PLY CFRR� (A) INTERSECTIONS. SPLICING w/ 2 x CONT L D R TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4'=1'-0" i I / ..lAj >' .'......... • ••' C� y�'\� N zZ °•. FL. P /?O ESS,� SS66 FJ�{a9�itiS�l�1°� 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 sea]. W Q � N LO C:) � N (0 0 J N t- 0 - Lt 5 �; 9 - J * Lu r` LLa J CN LL N _j - W LU Ca aX "a a Z L @ , p� O "o m m 7 N I- r �] W zIW LLW 00 -0 Jo a K 0 S M U Z N Q ❑�0 o co z � co � o Q c N N M z (J o u- +1 r6 w u O cn UJ o Cq wa. ■ w F— _ E 8 S '� (� o e Q x N ooil M— w o E zo r0 tZ O U �0 Fz �oU z� ❑a m I— O C X az ?o az C O (0 N a wo o w z ¢� � i (d C C ao U 1 0 m� O Fr_ o F' Cn J m Q W w N U F W O a �O aY < - aOz CO o¢ Z < p� U 0 CNI = J C0 > 'M� r( 0 � 00 00 ^ C ' C)rt U ^, ,,2 V CD I— E T (d O V = N r .i. OO n N M LO -r-- v E w 00 c T M W 0 z z E 10 aL�'i ns d E U � d p JOB NO: 20-6225 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180, 6. Bottom field added repar 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/iT FORM &GROUT SOLID N Q W ' J TU O t #5 BAR CONT. 8F12-1 B/1 T "V" LINTEL DETAIL SCALE = N.T.S. 1 Y1- C Utz,'M aN/AI IUIV #6REBAR ATTOP IN, (1) REQ'D ALTERNATE POWERS F = FILLED WITH GROUT / U = UNFILLED R = RECESSED 4 ° 112" CLEAR STEEL LINTEL QTY. OF #5 O ° REBAR @ BOTTOM ° OF LINTEL CAVITY s 4 #5REBARATTOP w d° d MfN, (1) REQ'D ° Q 1-1/2" CLEAR 8F 16— B/1 T U a Q z � - a W z d d 4 P a GROUT NOMINA QUANTITY OF ° 5 REBAR AT ( < IX = — m j Q C.M.U. WIDTH #5 REBAR AT < O BOTTOM OF a to z Lu OO 4 — TOP ° LINTEL CAVITY to C6 a U Lu ` \ L L NOMINAL- -BOTTOM 4 M U O I— Z `� HEIGHT REINFORCING PROVIDED IN ¢ ¢ Ci 0Z LL o w Q 7-5/8"ACTUAL 8" NOMINAL WIDTH LINTEL Lo ¢ -' d 3: N D D i A, �o #5 REBAR AT BOTTC AS INDICATED (VARIES) r~n LO CC a u Do MATERIALS c� "i prrecas rintels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 wl minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. 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-Al_ SCALE: %4"= —0" _t f = QFESW C 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. V) W AAKQ O 'It E (D f2 O `r (i O N (DIWO Op O N 4k OEMti 5 J C Wu- a) N _ co ti m m J W o u- a M Q N JU_u- W O aa� � o Z mod m m W 0 2 [O0 Q Q. IL IL E N 0 M Q 0 J O U ❑❑❑ W t/ M Z N M o g V) -- C7 N M 1°0 0 (1) w a 0 0 (n w L o ti�R L!J '-- J — E s 8 s z ®D N I� O GO w M M 20 Z U_ Q E o K QO g <N oa (B �o U 00 O rd E xU o ¢ az �U O < N wo ao aZ s.- (d z Y U m� O Z 4D 0o: O ao a �_ o aW w� =3 'O 0 co oz¢ �s �N O = J N M 0W �■/�j/ O ri Yi �\ > O O W 00 I` r. "co T_'� o O = CAI 1— M 04 r 00 LO E � 00 �� r M 0) 0 Z E O a 0 � a o 3 .SOB NO: 20-6225 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1, GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. T GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS, 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 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 Yz 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, (RISC) 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 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2. 5, PLYWOOD DESIGN SPECIFICATIONS (APA) 1, 2, 6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG, PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U, BLOCK: 55 PSF 2. 1. 4. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2, 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/0 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 W OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2. 4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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 1 y„ GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-1851 A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. MODULES OF CONCRETE TYPE MIN. 28 DAY DESIGN (fc) ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1 A WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1, FILLED CELLS W1(1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 NON -MOISTURE CONTROLLED, 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSIITPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM, 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - Concrete overpo f and mortar along the foundation perimeter must be removed be ore exterior sot 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 byy a licensed pest control company before a certificate of occupancy will be issued. Tf1e 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 celluiose containing material. WORST CASE DESIGN PRESSURE TABLE WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = It DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 64' OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 56 SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF THE WIND PRESSURES LISTED NOTE: P RES ABOVE ARE ALLOWABLE PRESSURES. 0 NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE /1. THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. .�� (0cam, N 7- F1-0 r� FESS\ 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 `� E to N (p Co N 4k Q 0) V N a N -o LL J W to QajMM 0 OLW cn t6u " W W a W W N a Lu a. of Z 0,1 c? C) R C) 05 Z T o N M Z Q -pa U 0 J W v M !�2 z N M o g z N z o� B M Q) 0 0 4-1 � V 0 1-n w g v w ws W y c¢ co o 0 ®® N O� O � w M CO ZQ o Z L_ c o o0 Z )N <N Z® ZN H cl O E xQ r a 8 ao 'o U -Z �'ro <=mo yo OZ Z01 ¢w z a3 U p� wLL a �w 1- �0 QLL =3 o <w w� �� �O aF Z¢ U� 2N 0 = ` J � W O 00 00 / O Q C O m C E T_ (6 .� = CV r I 00 N Cn LO ,s- v r M a) o z m Z E O 6 (n fo ig 0 E U < p JOB NO: 20-6225 SCALE : AS NOTED SHEET NO. S N ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE U, 44- PLYWOOD OR 7/16" OSB ++ + + + RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: ' FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN, + + + + + + + + + + + + + + + + + + + + + + + + + + Backer and Filler Block Dimensions BCIOJoist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" Two 3/4" wood panels or 2 x _ 5000s 1.8l1.7 wood panels 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _lumber Double 2 x _lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filter blocking 1/8" gap VR SH0 SEV LMIG LN EN. PN IE & RIF FILL CELL STD. 90° HOOK BOND BEAM W LU FrT7 STD. 90° CONT. #5 CONT.I HOOK IF — BAR BOND BEAM STEP SCALE: N.T.S. SIMPSC w/ (22) ' NAILS 1 5/$"0 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @INT. BRG. WALL N.T.S. 1/8" min. 2" }Small gap 2" min. max. � 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x—: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c,, clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION topflangeh joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 p►f max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check -_ local building code for appropriate 1116" details in One 10d box areas=20 of high or--20 sinker ' lateral load. nail each side 10 -0 at bearing. TANK -LESS W/H Boise Joist Blocking lJse 3" (10d) nails at 6" n-c- higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : -for vertical load transfer when load bearing -for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Web Stiffener Fastener Schedule DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filter blocking 1/8" gap VR SH0 SEV LMIG LN EN. PN IE & RIF FILL CELL STD. 90° HOOK BOND BEAM W LU FrT7 STD. 90° CONT. #5 CONT.I HOOK IF — BAR BOND BEAM STEP SCALE: N.T.S. SIMPSC w/ (22) ' NAILS 1 5/$"0 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @INT. BRG. WALL N.T.S. 1/8" min. 2" }Small gap 2" min. max. � 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x—: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c,, clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION topflangeh joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 p►f max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check -_ local building code for appropriate 1116" details in One 10d box areas=20 of high or--20 sinker ' lateral load. nail each side 10 -0 at bearing. TANK -LESS W/H Boise Joist Blocking lJse 3" (10d) nails at 6" n-c- higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : -for vertical load transfer when load bearing -for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Web Stiffener Fastener Schedule max. � 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x—: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c,, clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION topflangeh joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 p►f max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check -_ local building code for appropriate 1116" details in One 10d box areas=20 of high or--20 sinker ' lateral load. nail each side 10 -0 at bearing. TANK -LESS W/H Boise Joist Blocking lJse 3" (10d) nails at 6" n-c- higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : -for vertical load transfer when load bearing -for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Web Stiffener Fastener Schedule Boise Joist Blocking lJse 3" (10d) nails at 6" n-c- higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : -for vertical load transfer when load bearing -for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Web Stiffener Fastener Schedule Joist Bearing Location Series Depth End Intermediate ® BC15000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-Sd BCI6000s® BCI6500so 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® j 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w! (22) NAILS 1 R TRUSS 'OP PLATE ice TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION NIN. EMBEDMENT SCHEDULE FOR =AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL201NSTALLATION Joist &13/4" n joists meet over wall, provide minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SIMPSON HETA20 / HETAL20 INSTALLATION @MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE E�J IF 714 14 0 a 41 I=III—III—I I I-1 I I Provide adequate bearing CORNER OF Use 10dx3" nails at 6"o.c. for all joist „ . � •� � - I �llI I II ' • ' II I F-�''T for each lapped joist. blocking panel Non -stacking walls � ° _ I HOME H C G 10d nails require additional consideration. °O GARAGE SIDE 000 Squash block 2x4minimum) SECTION @INT. BRG. WALL III=II TIC=TIC-- T�III FINISiH GRADE (_- 5'-0" � o Bearing wall, Versa -Lam LVt or N.T.S. STUB -OUT FOR - o _r ® I GAS METER O 1 0 o ij l,n Glulam Beam —I —III o � iv NO HOLES (EXCEPT SEE FND. PLN. MINIMUM SPACING = 2x GREATEST Backer block (12" wide min.) SIZE &REINF. — — — KNOCKOUTS) ALLOWED Nail with 10-10d nails. DIMENSION OF LARGEST HOLE IN BEARING ZONES D Install tight to top flange. (see table below) (KNOCKOUT EXEMPTS) D SLEEVE THRU STEM �° �, < ` °� • �i � 12" BELOW • MEASUREMENTS ARE FROM FINISHED FLOOR (see table below) GRADE PIPE VERTICAL THRU FND. SEE PLAN FOR ' °• ° . • �. ; . • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER Do NOT cut, notch Joist hanger <�..• a. < °• • ° • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER or drill flanges FOUNDATION INFO [In" � STEM FOUNDATION GAS CONNECTION DETAIL TOP (2) #5's x 4'-0° PVC OR SCH40 SLEEVE **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** A 1Y" ROUND HOLE MAY DO NOT CUT HOLES GRADE REINF. SEE PLAN CENETERED PIPE 6" 6" 6" Filler block. BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" Nail with PENETRATION PLUMBING LINE THE WEB. PROVIDE AT ROUND IN 10-10d nails. LEAST 3" OF CLEARANCE CANTILEVERS. Backer block required where top � � a • � . �� q � � - • c ° FROM OTHER HOLES mount hanger load exceeds 250 lbs. ' • � � � ' ° ° � ° MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN Install tight to top flange. RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.G. 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.G. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING 8 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-3" 1'-7" 1'-11" 2'-4" 2'-9" 3'-2" 3'-7° -- Any 16" joist�� 12 1'-0" 1''-1" 1'-2" 1'-2" 1'-3" 1'-9" 2'-4" 2'-11" 3'-7" 4'-2" 4',9" 5'4" Span (ft) 16 1'-0" 1'-1" 1'-2" 1'-2" 1'-7" 2'-5" 3'-2" 3'-10" 4' 9" 5'-7" 6'-4" 7'-2" 20 1'-0" 1'-1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" T-11" 8'-11" 24 1'-0" 1'-1" 1'-2" 1'-3" 2'-5" 3'-7" 4'-9" 5'-10" 7,_2° 8'-4" 9,-ri" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAYBE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAYBE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAYBE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" 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 MAYBE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. ' 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1!4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height � requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. / A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SEE FND. PLN. SIZE &REINF, PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @PIPE PENETRATION ' iVit'I � i' oo 61II1 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. W a � ao � E tor- � � N N 4t � J _ � N 0 o � gtnc� W J � W tN t4 ti .- a LL LL a djMM W W \ JELL a a LLO ML X Z N M Q V� J ZOU CIL W C7 Z N O ❑ o � z z o J — a — N M (DN z IM O N c w U L U illy U o � W M �� z cog wo }a Z® N � "do wz � L Q p m o F � UJ C �� oLL U Z - � y0 QW v7 J aa° �z d � og 38 W rl �mF o ¢� ;o c9 a x d" °zla � 3 �N = 0 .N W @ \ m • O 00 /n`,, Y O C) � h r � ca � O r I oo M N r w M � o E 'e Z Z m a ci � ¢ o � JOB NO: 20-6225 SCALE : AS NOTED SHEET NO, SIN 1 8 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-3" 1'-7" 1'-11" 2'-4" 2'-9" 3'-2" 3'-7° -- Any 16" joist�� 12 1'-0" 1''-1" 1'-2" 1'-2" 1'-3" 1'-9" 2'-4" 2'-11" 3'-7" 4'-2" 4',9" 5'4" Span (ft) 16 1'-0" 1'-1" 1'-2" 1'-2" 1'-7" 2'-5" 3'-2" 3'-10" 4' 9" 5'-7" 6'-4" 7'-2" 20 1'-0" 1'-1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" T-11" 8'-11" 24 1'-0" 1'-1" 1'-2" 1'-3" 2'-5" 3'-7" 4'-9" 5'-10" 7,_2° 8'-4" 9,-ri" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAYBE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAYBE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAYBE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" 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 MAYBE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. ' 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1!4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height � requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. / A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SEE FND. PLN. SIZE &REINF, PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @PIPE PENETRATION ' iVit'I � i' oo 61II1 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. W a � ao � E tor- � � N N 4t � J _ � N 0 o � gtnc� W J � W tN t4 ti .- a LL LL a djMM W W \ JELL a a LLO ML X Z N M Q V� J ZOU CIL W C7 Z N O ❑ o � z z o J — a — N M (DN z IM O N c w U L U illy U o � W M �� z cog wo }a Z® N � "do wz � L Q p m o F � UJ C �� oLL U Z - � y0 QW v7 J aa° �z d � og 38 W rl �mF o ¢� ;o c9 a x d" °zla � 3 �N = 0 .N W @ \ m • O 00 /n`,, Y O C) � h r � ca � O r I oo M N r w M � o E 'e Z Z m a ci � ¢ o � JOB NO: 20-6225 SCALE : AS NOTED SHEET NO, SIN 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 MAYBE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAYBE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAYBE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" 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 MAYBE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. ' 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1!4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height � requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. / A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SEE FND. PLN. SIZE &REINF, PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @PIPE PENETRATION ' iVit'I � i' oo 61II1 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. W a � ao � E tor- � � N N 4t � J _ � N 0 o � gtnc� W J � W tN t4 ti .- a LL LL a djMM W W \ JELL a a LLO ML X Z N M Q V� J ZOU CIL W C7 Z N O ❑ o � z z o J — a — N M (DN z IM O N c w U L U illy U o � W M �� z cog wo }a Z® N � "do wz � L Q p m o F � UJ C �� oLL U Z - � y0 QW v7 J aa° �z d � og 38 W rl �mF o ¢� ;o c9 a x d" °zla � 3 �N = 0 .N W @ \ m • O 00 /n`,, Y O C) � h r � ca � O r I oo M N r w M � o E 'e Z Z m a ci � ¢ o � JOB NO: 20-6225 SCALE : AS NOTED SHEET NO, SIN 1 0 C7 O v 0 m 0 7V17 f 7�F 7/�- 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 BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) 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/ (1) ROW 2x BLOCKING @ MID (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. 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @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. < T-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. > T-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. z , 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" Q.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 AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE E 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE (1) LAYER TYPE II #30 ( ) (2) #5 CONT. ON 3" C' 6 x 6 W1.4 x W1.4 CHAIRS (TYP.) co r "' 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 41 1 - ELEV. 0'-0" OL 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 p a (2) LAYERS TYPE I OR TYPE II °° A.F.F. O.C.) 2" WWF OR FIBERMESH ATTACHMENTS 2„ WWF OR FIBERMESH • � ' . .. FOR UNDERLAYMENT (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. m ° p D. ^"-"-' o -1 I _ I I =� =I I I I= I: -TI I �I I I I T� �I=1 r �' I { --I I F D 6 I - i I I�I I -1, _ ° °. ° a ° ° ° __ a. - ° ° ° ° ° ° ' a a ` C7 ELEV.-0'-31/2" Z A.F.F. 31/2"MIN. 31/2"MIN. REQUIREMENTS SEE R905. PRE ENGINEERED WOOD „ TRUSS @ 24 O.C. U.N.O.=III a �I I I I I = _ _ _ _ Tr-, � ° ° ° 2x4 CONT. ° ° ° ° ° a ° a a° g a o _ _ _ 1T TIl 1(2 (min.)- 4 D D - �t�T���-� �r_T' lit - T 1/2 (min.)- 4 p a 12 HURRICANE ANCHOR @ EACH =I I--� -` = I --�-�(--I-I Tr' '�' 1iIF r ° I ° ° ° e ° 6 ° ° ° a GARAGE DEPTH VARIES N D „ u .' III 1 1 1 n r rs n_ D �-- •' 31/2 (min.) - 4 = I- T1' (TYP. > 1 VARIES TRUSS SEE UPLIFT SCHED. W/ ( ) METAL - 8" ° ° f-fl (- I-f11=11� T� I I fl f �` ITI 1Tf=1_T-i I=I 1 IT=ff( PL, UNDER EA. TRUSS ° a= = I fill-III-T(--I i 1, (2) #5 CONT. 1- iTI = #5 CONT. '� MOISTURE BARRIER 4„ V-4" 8„ (2) 41i 1}4�-'-''T g TYPICAL INTERIOR BEARINGU.N.O. N. INSULATION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rGG� GARAGE SLAB AT STEP rB U.N.O. TYPICAL BEARING WALL STEP SHEARWALLrc-"*�TYPICAL BEARING WALL @ STEPrCC NAILING SCHEDULE ON SHT. „= , „ SEE TYP. WALL SECTION SCALE: 3/4 -1 0 S3 „_ , „ SCALE: 3/4 -1-0S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 SN1 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. - 5/8" OR 1/2" HIGH ALUMINUM DRIP of ON��N� 0 l c�E STRENGTH CEILING EDGE SSGU1� BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING e GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE W/DRYWALL .N.O. EE SOFFIT 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" 0/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C MN�o S SCREWS 7" O.C. @ SHEET 2x STUD LOAD BEARING OR INSULATION PER FBC AND ENERGY 1a coN (1) ROW 2x BLOCKING @ MID HGT. CEILING & 8 O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / ` FOR WALL HGT. <_ T-6". (2) ROWS NOTE: INSULATION PER 8'W"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION 2x BLOCKING 3rd PTS FOR SEE SECTION C/S3 FOR '- WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID WIGROUT - #5 VERT. IN FILLED CELL 7/8 STUCCO FINISH PER ASTM C. 926 APPLY 3 " ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE PLAN 1x2 P.T. HORIZONTAL SEE CC/S3 OR cr., G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK (10)10d NAILS 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 MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 wl (10)10d NAILS @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) * (6) 1/4"x3 1/4" 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 �„ w/ (10)10d NAILS - `V 2x P.T. PLATE FIBERMESH -1 WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH r ° � ch 1 ARCHITECTURAL TYP. '- ASSUMED FINISHED c PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR � U p a 1x2 PT WD FURRING @ 24" O.C. FINISH ' ' GRADE z D D D . N , .D M ° z FINISH GRADE o0 GRADE #3 & #4 LAP SPLICE [GRADE 25" MIN. 40 MIN. Fy= 40ksi a 60 MIN. Fy= 60ksi] r� a ' ' ° D. _ =III=111-ITI -I 1-III=1-f 1/2" GYPSUM WALLBOARD 1 #5 VERT. IN FILL O CELLS (SEE MONO OR STEMWALL ° ° FOOTING MONO SHOWN o -_ - �. p • :{ I I- I _ LAP 30"MIN. LAP [ ] W I�T =11 I I -I D ' , • I -I I -LEI III- ITI= U.N.O. FOUNDATION PLAN FOR LOCATIONS) ° °° _ _ O° FOR CLARITY ° p p o °o III III -III -III III 6 MIL VAPOR BARRIER D p ° �j= ° . I= I I= = I = CO �_� 1=_ '- I -III- �-�T- N z #5 REINFORCING BAR R 1 7/8" III=1j1 T( II Tf1 II III- 1x4 P.T. BASE NAILER 4"x4" INSPECTION ° III=III=III= I I 11 11( 1 11= ? D =((=III-III-III=III= ° I •�� - '- T #5 LAP SPLICE (2) #5 CONT.- 31/4" BASEBOARD PORT AT EACH NOTE:I- g ° � D I i I = I I= 11- I I- 11= N *FOR BEARING WALL •- D ° • COMP. SOIL. (COMPACTED TO -7 �� I I=' I 1-� = 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8„ 1,,-0„ 8„ (TYP.) MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL I=III= I=III=III=I I W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ -_ _ -_-_ =1 =I I- 95 /a MODIFIED PROCTOR ASTM I I= I (_= I„1TT Tff;1 {I _ 1=1 j 1 IL \NNI 10" MIN PSI MAY VARY PER co AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR I==1 I I= I I= I I=11=1 I I=1 I _ _ _ _ _ _ _ -_ 1 I=11=1==1 I I=1 1 =i I I=1 I I=1 1=1 1-1 1-1 1=1 1=1 1=111=1 11=1 11=1 11=I 1=1 I -I "-I D1557) „I 4„ 1-4„ I I I IP #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. CURB DUE TO SLOPE �,� I_I I I --I � l 111111 � 1 11 � 1 1 11, ,1 � 1 .I I 1-1 I I= � l- #s LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLABW/6X6 LU NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F 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 -01, SCALE: N.T.S. S3 „_ „ SCALE: 3/4 -1 0 S3 L ♦ / Z SLAB INFORMATION. SLAB INFORMATION. N _ a - 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 D • 6 MIL VAPOR T o I I= I = - oo - z_ *- „ 31/2 WWF OR FIBERMESH 4 �� FRAME -DOWN FALSE BEAM w! 3 ( ) 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH -II III min. FOR TRUSS _ a `N M BARRIER ; C 4 I III- r ° ° ° - GRADE ° AT 24" O.C. MAX. SEE PLAN FOR CONNECTION IN COMP. SOIL. D (COMPACTED To W/o -I 1 I I = _� 1= - - - - -• ! _ _ _ - _ - - - -�r _ _ _ _ - - ° -(1} #5 REBAR w/OPT. TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN - _ • q N e1" ° MODIFIED PROCTOR III I TIl-TTT-I I ITI ASTM D1557 _ _ -_ - - - _ 1=S.gFE�ErNJ ENCLOSURE (2) HTS20 FOR STRUCTURAL -�' - �f �� rT �, �I� �. �. T • 3" MIN. CLR. -� ITI - �I I=I T- l- jjj� II-'' BEAM SIZE & CONNECTION INFO N _ a d (2) #5 REBAR CONT. 1'-4" (1 STORY) STD. 90 Fi00K (SEE 1� ON 3" CHAIRS TYP. U.N.O. 4 1-8 (2 STORY) DETAIL) MIN. 2x4 P.T. PLATE I I I 2x4 #2 SYP P.T. FRAMING w/T= - z I - "- rL w Ins° I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 fi-4� g TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE O.S.B. z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" =1'4' S3 SCALE: 3/4"=V-0" S3 E.� E w SCHEDULE OPTION #1 P,T..2x 1/2" GYP. BD. cr COLUMN LOCATION j �! w 6x6 P.T. #2 SYP SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 2>, HOLD "ROMPSBLAB LU ABU66 SLAB STEP & RECESS S.G.D. rM 0� '_o„ J CONT. BEAD SEALANT SCALE: 3/4"=1'-0" `S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND e : e Q INTERIOR 2x sTuos @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND PAVERS !DRIVEWAY EXPANSION JOINT .. ,` a' : -3 1/2" SEE DETAIL 16/D1 FOR COLUMN PORCH SILL w/ 1/4"x3" TAPCONS AT 8" CONCRETE SLAB 14" O.H.D. RECESS 13" O.H.D. RECESS _ • a , „" ' • GARAGE ATTACHMENTS & 18/D1 E O.C. PAD FOOTING PAVERS z 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 M �. EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM W/ DRYWALL SCREWS @ 8-O.C. INSULATION PER CHART SQUARE CMU BLOCK BASE, TO FOUNDATION PAD 9, MAT REINFORCING, r ' `' '' . ' CONT. FOOTING STEEL _ -�= 1 r ` < •rr ' "' -�' '°' ' I ' �- T d I t T ' PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN M ao z GRADE- a --- • ••. • : tl�=- - 4" cor-I �r�I ••. '• :. _- - !° •' a "' 1 0o (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT �_ TENSION 120# CONCRETE SLAB = w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FORa _ �� •' =r `� .� d = 6 x 6 W1.4 x W1.4 i� r, SIZE AND REINFORCEMENT) _ a - =1 1=1 I I= = 11- �• �,.'::'' I : • I-4 �I '•, '�' I °° WWF OR FIBERMESH �,, c7 o °=I ��III�11111 1�I1111II1�11�II�lI�� v =1T�1 Lj = I ' : ' .'; =1T17 _ - - - . ° a w w o LLI W = -III=1 .� a. z 7 11 I :ITI- 7 I i. ITI= T a • + HI-1 N 111= I =' - - a' BRICK PAVERS SLAB PER o o U ° a a -_ _ z - SEE A/S3 OR J/S6 I (I -i- SEE A/S3 OR J/s6� �;, , l - 0'-0" FIN. FLR.A E COMMUNITY SPECS - - I -I =I I 1=I I 1=I 1=1 =III=1 I I-= W i I 1 1=111=1 1=111=1 I I 1 1=1 1=1 I; FOOTING - - T - i'� _ h l -- _ _ _- M 6 MIL VAPOR _ - I- I= I-" L ) I �„= TTf-1 �T-1 I I: 1Tl=ffi FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3"MIN. CLEARANCE BARRIER i 1=1 i 1=11 I=1=I 11 =III -III- BEYOND I- 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 STORY) �- -II I -I - -I : '; ti • �. ' • _III=III-I PAD REINFORCEMENT 3" MIN. CLEARANCE SCHEDULE) 1' 8" 2 STOR ( ) 1'-8" 2 ST RY ( ) „ „ 4 4 �.•� �, ;:. ' •�. SEE FOUNDATION (SEE FOOTING WIDTH • .� . • CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS K**j.1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG.rK TAPERED COLUMN FRAMING CD PATIO COLUMN FTG. DETAIL N 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"= T-D" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. s . . ......... .. -ZF •• tl ••• ro ��' o. ds ROF E S S1®"O' \` �!'�C�Itliil!! tt6t1°l��® \ 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 61h Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W S �i �r �, 8 C OD (! ,, ft � J (� C N N 3 O) u1 V J W �i Qj M M ii W C °- a 0 U- w S- P m iZ W 7 (U N m S m ¢ te a 'j C) Ci N z N M < N UO W oU ❑17-1❑ z N M O Z z o cn N M � C9 0 Qj F-+ C6,,, U � O w o I- ._ Off ® U w � �- - pEp L V I z� = c U) 410- N o 00 W co o3 z a U- ce E E o �o wo >o <S 0° N @ °d o o< Wz J L 4Z x� mO � � - v Y0 U �o z z -� S ¢W z cA a � a2 5Z a NW _7 �0 N �� 2 o W W 0 yo NJ co z ZI< o _ WE CV '� L cc > .-y r( 0 v 00 00 r Q > o O 0 (0 m c E � M N r i 00 00 °' LO E T 0 z E a D U J < ❑ J JOB NO: 20-6225 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6/2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA ) DOUBLE 2x TOP PLATE .� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINTw/ (3)12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY 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 ❑ ❑ STEEL AND GROUT ❑ 7 5/8" 8" H WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ I ❑ FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ FA 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. 54 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" 0/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \--ROOFTRUSS 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 OPENINGFF DOOR OPENING EXTERIOR ❑ • WALL CLEAN -OUT A WALL ❑ ❑ . SCALE: N.T.S. S4 ❑ET ❑ 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 11 4 4a n 11 d G 4 a a d I 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 CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION IE NOTES: 1❑ FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 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 BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J J T 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR-----. GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. 4 a a e a ` a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ --� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING —Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2x6P. J-BOLT TRACK BRACKET FOP a iARAGE OOR -WWII -WIN W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) 1 (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER `--(2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (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. Op OR s SIMPSON HTT4 TYP. Op FM//V 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. SA� SIMPSON SP4 SIMPSON SP2 2X STUDS @ 24" O.C. A I 12 (�'P) SEE ELEV. SIMF SON SP2 w/ (12)10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 0/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P,F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING (( O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" 71 NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • IN KO BLOCK AT EA. STUD MAIN SPAN kN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL .—y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 4 /4 a LINTEL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . ' �8„SPLICE STAGGERED 7Oi 10d @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/ fA� 16d TOENAILS TOT P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'" LONG. TYPICAL -0 TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. F= 2240 LBS 't SIMPSON n C , P.T. ATE attvirouN 113r4 SP2 SIMPSON 10( ST J M. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 a a a 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON C SP4 --, SP2 -t NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w U 2x TOP PLATE r `n 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. 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 P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° HTT4 w/ (18)10d NAILS (3610# SPF) 00 • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 wl (14)1/4" x 21/2" SDS (4065# SPF) __-- • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN, 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & NUT HTT / HDU TENSION TIE 2S4) SCALE:I SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" \GGERED 3OLTS @ 24" O.C. 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 " aft- 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE i 2X BLOCKING 0 C -(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" Q.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES / WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES orE SHEATHING & 8" O/C FIELD S4 B It SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. R 0 N ... .,. ti �,� Oda ✓��z FY� -0� • 1 D I E SSA ,1,0111111111i' \ To the best of the Engineers knowledge, informat on 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 E - g 8 CD N 4C C N C U. M Qej a 13 7 �u-LL Wa N a w 0 w o_ 0�� m 0 �'mNrD m W Z IL U) (5 cc to z J 0 U 0 Z 01) J ❑❑❑ W CD M c` Z nr o a S z 2-- -- 0- co N N m z c ❑-14-1 _ o O Ln ri r $ y r_ U w � t - J E Ca il0 _ U o N Cn ° —0 o C �Z w co M zo c6 E 2 s0 } N Z® E v <= w� r6 O E R � o< az �o V 4� rz O �n Nm 0 0 � Z _ aCi � J }<W z co N �' 2 FW °* zz -z a �w W �3 O Jwo� w<co x >� d < zlw a! 2N 0 = In L 4i, m ./ =3 U 00 00 > i— Q Y 0 C)0 n' m 00 r Igl- r— -oo ccO� v 1:� r T OO co N m `O E 00 T coz z E O E ca C: U J Q 0 J JOB NO : 20-6225 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM1( W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SHEATHING DETAIL 2"x4" OUTLOOKERZ SEE STRUCTURAL NOTES AND @ 24" O.C. NAILING SCHEDULE FOR TOP CHORD SHEATHING DETAIL a SIMPSON H1 OA w/ (18) BACKNAIL w/ (2)16d NAILS 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES — OUTLOOKER 1 OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL BLOCKING FOR :• FIRST FOUR ROWS OF 45° ± 24" MAX. TOP CORD BLOCKINGSKER 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOURFASTENED W/ (2)1Od 3" EDGES OF 2x4 CROSSBRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @AT 24" O/C. CMID HEIGHT SHEATHING APPROX, 8" FROM OUTLOOKER EDGES OF 2x8 SYP#2 "L" BRACE TO TYPICAL @ RIDGE FASTENED AT 1" BRACE TO EXTEND SHEATHING TYP. EXTEND AT LEAST 90% OF 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOENAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACEWEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROMBOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED ATSIMPSON H2,5A w/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" OIC THROUGH CHORD (4) ROWS OF TRUSSES FROM EA, END TYP. BOTTOM CORD ATTACHED W/ (2)16d TOENAILS 7 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF, 2"x6" P.T. SILL � NOTCH "L" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C, MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT 6'-O" INSTALLED PER MANUR 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 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) MIN. 4" 1 EMBEDMENTT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. 55 TITEN ON OUTSIDE BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J _ ON SHEET S5 FOR _ r SEE STRUCTURAL X-BRACING, AND TOP r NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR INFORMATION `° ° SHEATHING DETAIL 111,2 1/ ". 2"x4 CROSS BRACE WOOD TRUSSES 00 ;� APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 Od & (2)1 Od TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS �L_►!rl' ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" (4) FOR THE ROWS OF FIRST OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM EA. ' O/C w/ (2) 16d END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH " SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x 1 Od x 1 12" AT EA, 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SEE STRUCTURAL NOTES — SP8 FOR 2x8 WALL} AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" TOP CORD BLOCKING O.C. (OPTIONAL - SEE FOR FIRST FOUR ROWS 4 MAX. ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM ' FROM RIDGE FASTENED AT RIDGE FASTENEDAT ED EACH JOINT W/ (2)1 Od & (2)10d EACH JOINT TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 1 Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48 2x BLOCKING W/ (2) 16d TOENAILS O.C. FOR THE FIRST (4) \:OyJl ROWS OF TRUSSES FROM "T" ON TOP OF PANEL SIMPSON H1OA w/ (18) 10d x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER �@ 24" O/C 77TOP CORD _BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C EA, END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"x1 1/2" - — BOTTOM ATTACHED w/ (2) 1 Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SIMPSON SP2 w! 12 1Od 16d TOENAILS SDS SCREWS TO PLATES AT 36' O.C. ( ) 2x4 LEDGER {MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. 55 SIMPSON H10A wl (18) 1 Od x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED Ix W/ 10d NAILS @ 6" O.C. ED AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2x4 "T' ON TOP OF PANEL - OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ [E 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS, SAME SPACING 7-1 D ) SECTION SEE TYP. WALL SECTION FOR SCALE:3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. 1, , 55 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT 1INIMUM 2x OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES SEE PLAN FOR WOOD TRUSSES TOENAIL 6" /C OCATIONS) 6" O/C 0/G @ 2x4 W/ (2) 16d TYPICAL RUNNERS (2)16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj—""� ALTERNATE NON —DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. Ill S5 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 \-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. `-MINIMUM (2)16d PER JOINT '\-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T,S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 114"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU P, MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) `--CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN Q z w 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL L BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE. N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 c- CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. LU 0 o a o T d 0 Q o o r Iz W o d' Q o o T cc G ' O c'1--- w d w NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS 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 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 { ro ROFES tRk4lik%'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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. v N AAMQ E 8 96 cc P2 N N co Co M n. C100 3ci ajM M� u -��• p W LU d W eZ$Z O Z •� mC� Sao tY O O QI' W i9 N Cfl M m .J �C g <- 5 Cw rn 0 a Z IL N Z .. V OF z N J Q OU 01113 W M N 0 oO � o J E3 un / h C n ♦ w V o 4­1 u, w a V 0 g ) ne. 1�... r $ w 8 v o o co W M M z 00 dz J LA_ z o o0 � r N z® 8 wj ❑a co 'd oQ .0 a� O ro N < z o a z a (Q � � 0 0� -'�Z Nm <z N N �? i O U 2- LL a mF U ¢o a� �C w1 ;o C zlaF a 0 04 _ J � W C� 1= ■� 00 O 00 N <C C o � I— m o r co O = CN T T I 00 f N T E M 0 Z r E (D N m = a E v 0 Qj c JOB NO: 20-6225 SCALE : AS NOTED SHEET NO. S5 4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER114"2X8 UNACCEPTABLE INSTALLTION MAX.Mom' $ , DOOR JAMB (REFER TO PRODUCT� TO PRODUCT P.T. TO PRODUCT PROPER INSTALLATION ` DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" o.C. APPROVAL FOR CONN. APPROVAL FOR CON APPROVAL FOR CONN. 1 x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1x4 P.T. 3/16" 0 X 3" LONG FURRING „ FURRING 2 ROWS 3/16 x ( ) #5 REBAR ` ' AND ILED W1 8d EDGES 6" O.C. 102O.CNFI@ELD @ O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16"0 FURRING TAPCONS YP, (TYP,) )STAGGERED AND TAPCON @ 16" .C. & TAPCON. INTO O.C.8 @ 16" ` ' 1x8 P.T. FROM EACH END w/M.1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH `5> JOIST 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1 x8 w/ (2) ROWS 8d NALS �� 3 DETAIL D. 90° HooK (TYP.) ` STD. 90^ FILLBOTSOLID DCELLS TOP & CHORD AND 8 @ ( ) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT 3:7 1 L METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL Ta NOTE: LA LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" BJE//, OTTOM OF BAND JOIST TYPICAL TO PRODUCT x 3-1/2" TAPCON @ 16" 1x4 APPROVAL FOR CO�42"(2) ROWS 3/16" x 3-1/2" Q.C. & 4" FROM EACH FURRINTAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. NOTC @FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. 4 FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' - w/ (4)1/4xl 1/2" SDS SCREWS P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.c. 3-1/4-1 DETAIL +5NOTCH WEB AT THE � FIRST 2 COURSES BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. 2x8 P.T, BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A = 1610 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT m 2'-0„ 8„ 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS a 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x21/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY CELL IN THIS AREA 2 X $ 45 DIi�GONAL BRACE AT EA. OR CONTACT ENGINEER OF RECORD FOR . FURTHER INSTRUCTIONS. . SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS OVERHAN BACKSIDE TO FIT ARCH 2 x 8 AT EA. END RETROFIT TRUSS DETAIL 1:d CONNECT W/ 8d NAILS BRACE/BLKG. N.T.S. a 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR ARCH FACES W (4)11 NAILS THRU OSB INTO 2 x 8 PROVIDE WITHIN � RETROFIT WALL OVERHANG DETAIL NTSI INTO ARCH BLKG. PER RACE 4" MIN. OF BRACE B 2 X 4 #2 SYP SCAB TO SIDE OF L INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO Z-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 't IF TRUSSES USED W/ 3 #6 X 4Y." WOOD ) O DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-1 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. 4' MAX. RAD. ARCH DETAIL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ k0�FR TO TRUSS TOP CHORD HAN MIN. 4" EMBEDMENT AT 16" O.C. CF N 1 '-Olt 51_011 SCALE: N.T.S. SS 12 + + CTH 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 + A + e . •• WITH 1/4" x 31/4" TAPCON (1 1/4"MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT • ° • ° �.• #5 BAR A MAX 21_0" 8„ + TRUSS + SOFFIT :> . c ":. o ° 1'0 �. 2 BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 5 12d NAILS SIMPSON () i + ° CENTERED W/ p' 6 ° . 9 H - IN TOP 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 8d NAILSH2.5A w/(10) EACH TRUSS 2X4 SYPr ®° o ° ' ' ° . 4 KNOCKOUT / i.l —� :; ° CHAIR BLOCK $d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR ® MO NO FOOTING PROVIDE 2 x 8 DIAG. BRACE BT (3) SIZE AND REINF, PER PLAN — ' VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL ° AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK- (1) WITHIN 4" 7 JACK TRUSS PROVIDED BY—/ SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL .> ° • ° o 2 x 8 VERT, BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT ? z TO BE INSTALLED 4'-1 MAX SEE PLAN PRECAST LINTEL ° STANDARD o BUILT UP PLWD. BUCK- SCRIBE (NOTCH) BACKSIDE 7116" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION .°. #5 BAR IN ' 9� HOOK iv V TO FIT ARCH CONNECT W/ + " IF TRUSSES USED W/ 2 #6 X 4/z WOOD 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") _ • J• L. ' , °, ° °� , ° BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" °sk INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. e� °• ` o � °• ' ',' °• • ,'' °• "-, °• ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B-B SECTION @ENTRY L SECTION aQ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3!4" 1'-0" = SS SCALE: 3/4" 1'-0" = SS SECTION DETAILS SCALE: 3/4" = 1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL, EXISTING C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT, FOR SOLID GLASS ANCHOR x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2" ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS STUDS & (1) - NAILHTT4 U S & (1) COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. L 5/8" DIA. ALL THREAD ROD � #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) TOP WITH MIN. 3" OCCURS EPDXIED w/ SIMPSON "SET" zo IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER U-0° EPDXY MIN. 6" EMBEDMENT & U) SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE} EXPANSION STRIP ` u- '" NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° '�D O v A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o u v n� REINFORCING AS FOLLOWS: SEALANT : • o • I=I �T—I I I=I� ==I� T a 1 R HALF OF MORTAR IN BED JOINT. DON T FURROW. PLACE LOWER 0 pp e — — — • d' —�_ r � , #5x6 EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL —III—�—III r, _ P' TIT —I ITI= — — — -�11=III— — — � EXISTING FOOTING (2) #5x6 IN CONC. — III- � FILLED CELL SMOOTH. DO NO FURROW. 0 0 „ „ L x I DRILL 3/4 5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GR ADE u I i r- SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP p ° ` \ EJ G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: ° is p co ` REMAIN FREE OF MORTAR. z ` \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g o : ` \tea TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ' 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. COVER EA. WAY SECTION A I) 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: 314" =1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. Uilgfgif�''' ... �qN�, 4\ V S E bffi 0 as .• •. Copya.. 9• 1 4 %.IF/ ES,\o�l�,��: �RO I/rl E�911 d 41lie°e`' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W � Q d EE 8 ro mcpp N N 4k 0 r m m W U_ J N rpF-r v M M LLLLa 0 QQ -la 13 Z j m LL ILLLaw J o M M W it 0 Z O m r= O K F✓ C i 2 O • ' 0 O rsi J W65�pjO' Boa Z IL LO Z N fh x 0 Ln J V OIL V M � z N M a� z 2--a —o u) N N M z 0 � a ) o — w {-, ,II O L.0 o ues wig8 v Em i••... x+- L j N O W mZ M o U_ E W 90 � Z N < u L C E EU X Z® UO Q U CILC O �Ua 1 z o d ra ¢ m E - � cn c U o oLL Z N —� m ¢w �z vl C a" Z 0w C-) _`& a CD �w =� ;o O 5 a 3 0 04 = L 1 0 00 00 C Y O C) LL (0 I� ca O E M O CF) = C11 r 2 Co O LO r 00LO n N r 00 r co .. z z O Cn r_ ` C co FL E U ¢ p JOB NO: 20-6225 SCALE : AS NOTED SHEET NO. Sis I CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS YY/ L-IWU lw L 11 11\VVV vv"U TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -� ----L WOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL rT� SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A —A 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. pA TRUSS (2) 12D NAILS - AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 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 VARIES 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END - NAILS TO TRUSS BOTTOM CHORD ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. OILVARIES SEE PLAN FOR WALL LOCATION �- MIN. 2X4 #2 SPF STUDS @ �T 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2x4 #2 SYP P.T. PLATE °� W/ 1 /2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. SECTION @ ENTRY $ SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( HIP G.T (2) 2x8 #2 SYP 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 aC� RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS SIMPSON HUC410 w/ (14) 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PON LANM OPTION B CONNECTION INFO — COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR - COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED 0. 0 SEE FOUNDATION °RA1 PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"=V-0" 1 SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GAB 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM L.SEE PLAN FOR CANT. —7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. -• MASONRY WALL BELOW: SIMPSON a°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a° (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS 4 COMMON TRUSS -0 ° SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2� SCALE:NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ 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 H LUS26-2 w/ (8) 16d NAILS TOj 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 g SCALE: NTS LOW ROOFIWALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.G. LOW ROOF TRUSS W/-' L (2) 2x6 BLOCKING UNDER RAISED BOTTOM CHORD 2nd FLOOR WALL w/ EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS 1\,_� PLYWOOD FLOORING FLOOR G.T. SEE PLAN DETAILS &SECTIONS f, NN 4t� C —� LU F N O` E S S rrrsnit»t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W vEN f0 t0 N O N h�� CO LL 01 tom/) J It -o fA 0ej c'n LL J a M 0 �i W V1 J u- W d Q' O� z @ a C) L o or0 m O N �p 00 0 ro m W '= IL c &z¢oa cc N O tL' 0 LO LCI N m Z U 0 � W v ❑00 � M N M o z z o Q J N XN 'U 1 �O w o ws U L=uY C � Y Q N �� �W M Cl)z o z� Q E E =o oo t- a0! >o U co 7,O� a� 00 °< O E N o ¢o < az Ww 4% L c O U " m O z , N J � a� QW �z Q SQ LL 50 - az W v <o h� �k o 2z w� 0� 0, a° Mj < ° CN d: J I.. cm CU W m 00 00 • 0 � Q r 0 E O s 0 Cfl m c � E d' r wo cc LO 00 00 N LO M r .. E r z cc Z E O y a E i� ¢ o JOB NO : 20-6225 SCALE : AS NOTED SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER ✓E BARRIER & (ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING' SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING ED FLASHING (SEE DETAIL WP07) 01 SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING �- SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) 1 L^JI IIIVV 1 LnV1111Vv 2 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 O 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 SELF-ADHER 1'4' PER PLAN SHOWER SEAT SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER Z a it W a_ 0 CO W U LU M LU 0 z U) RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A I�< HHU DIe7►1TLIM SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHII EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a O water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity FLASHING SELF -ADHERED FLASHING or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the RELEASE PAPER type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface (BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant fleshings shall be installed at the following locations: RELEASE PAPER TO EXPOSE g or window andoor openings 9 ADHESIVE AS SHOWN) 1. Exterior window and door openings. Flashin at exterior denin s shall extend to the surface of the exterior wall finish 0 0 0 SELF -ADHERED FLASHING INSIDE CORNER Ground FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE I� I Tom, THIS NATU DO Nc DRIP ACCE SOFFIT/CANTILEVER or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 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 2 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 5 1.2. In accordance with the flashing design or method of a registered design professional. 1.3. In accordance with other approved methods. 6 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco 7 copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wail or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS C@� FRAMING SHEATHING ANE WRB WRB 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 N O N 0 CD 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W l• t gE o o Nam 0 (0v . ._ LL 0)w U)r-' UU W u- - 0. Z 13 �MCN I J 1 _ °=v Lu N d (L d 0 = a 6 cc � C04 � mmo Z ILW 05 6 N Z N M o O N U J Z OU W rqco Z co co o g z z o J d tl) 1116 GO c!i M z a _ d-,(D v, w � V OLU e/ ! g Ly N wes r cn a ,11 1- J E m l U o N o M W h z o Z t? E o �o �� >. ¢. Z® c60 (� C o E ao UO °Z N �o <omo wZ E � in c N °E Z C, ai m Q W 1i2 Cn � o U Q Vo �< LL a 'w y'G aLL a< �3 a CD X to 'N ;o V � 3: �N 0 = > d' L. 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PRODUCT APPROVAL SPECIFICATION SHEET (2o,8) i -�-------,---�.---�1-11--"--�-,-----",---------------,-�--l'�---��---�-�,-��-,�--------,--�----------,-.--' i ! "- '-----------'-'------'----" ­-'-'­---'--� � � 1 As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the Information and approval numbers on the building components listed belowif � L � I - ; � � they will be utilized on the construction project for Mich you are applying for a I i 1 L � ' I .I-- U) - CD a) -I-a -0 �:" = 0 I a) 0 0 =) " �L = -0 (1) C 0 (1) CL 0 L- = C13 -0 0- . (D '5).4., (3) (1) -*.- 0 ; C= =3 C13 -M *V5 a) -0 0 -0 -0 c= 2 -2 - = a) 0 CL = 0 �:: = 0 LL- - C - ICU 0 -6-0 L4,.- co ku 0 ;> -SL) -0 E (D 2 U) (2) " -Il.� 0 . - Cn "o t, %J O- !E M N - C: 11- -0 . - Cf) < , . . 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I.- ... -.'.. 1213112020 .... i�ijii!�... .......... I .... I .............. � ............. 1213112020 ... i��i�� HU212-2 HU216 HU216-3 HU26 HU28-2 - HU410 HU412 L Hum HUGQ410 FLI 08,56 4 � FL10856.5 FL10856.1 FI-108563 FL10856A FL10856.9 FL108595.9 FL10856.10 FI-11468AI ESR-2549 ESR-2549 -­ ESR-2549 ESR-2549 -.-.1.2.1.31.1 ESR-2549 ESR-2549 ESR-2549 ESR-2549 . SIM200804 1213112020 ....... I. -I .......... . � . . .............. 12131120A) .... L .......... � .... 12J31i ' ' -11.1 ....... 1- .... I ..... I ......... . ... 20M ....... . ... � ..... . . 12/31/2020 ......... . . L­­'­ .......... � ..... . ... 12/3112020 ... .... �- ..... -1.1 ... . ..... � .......... 12/31120M .... -1 ................ � .... I ........ . ... � IMI/420 ..................... . .. � ... . . . ........ - IW3112020 Categoryll'Subcategoty Manufacturer Product Description Approval Nurnbi Test Pressures Exp. Date 1. EXTERIOR DOORSi A. SWINGING ThermaTru _ ON-IMPACI) Firber-Classic and Smooth -Star (N FI-20461.1 +67.01-67.0 Rsf 12/31/2021 ThermaTru Firber-Classic and Snicloth-Star (NON-IMPAC1) FI-20461.6 +67.0/-67.0 psf 12/31/2021 ThermiaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67,01-67.0 psf 12/31/2021 ThermaTru Firber-aassic and Smooth -Star (NON-IMPACT]i FL20461.14 +67.0/-67.0 esf 12/31/2021 HGAIC .... I ........ . . ..... I .... � ... .. ......... � .............. . ......... � ....... HGAM10 - FI-1 7699.1 I- .... " ........ I ......... I .... . ... I .................... � ...... � ... --- ...... . .......... FL17699.1 - , Evaluation Report ....... - .... --- .... -.1 ........... 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Off Ridge Vents FI-16918.1 - FL16918.4 N/A 91912026 Florida Department of Business & Professional Regulation Page I of2 . Florida Metal Products, Inc Vent RVIO FI-21580.3 N/A 12/31/2020' � Lomanco, Inc DA4 Exahust Vent FLI 720Z 1 N/A 7110/2021 I E � ROOFING TILES Boral Tile Villa 900 FL7849-27 - FL7849.28 NIA 12/31/2020 Building Codes and Standards =8/201 8 .. . ......... I ... ...... ..... .. [ i� . ............. I ............. ..... 11 ......................... I .ij�4jj .. .... � ..... .... ............... . I ....... ....�"..".-...�..-.�.I....-�.,� .... � .. .... ... -.1 ..... I ... I ............ . ..................... 1. .... . .... � ........ � .... .... � ........ .................. ESR-3455 ... 1-1 ............ - .......... . ........ I 12/31/2020 1 LTS12 FI-1045619 - ESR-2613 - ...................... 12131 I Boral Tile Saxony 900 FL784916 - FL7849.20 NIA 12/31/2020 Product Approval Application Detail .... I .................... I .... 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METAL ROOF Gulf Coast Supply & NUnufacturing, LL 0.032"Aluminum GulfLok 16" wide roof panel FL1 1651.2 R3 N/A 4/12/2024 ' 0 MP34 I FL17244.23 I ESR-3455 4213112020 A34 FLIGM3 ESR-2MG i 2 I 3 1'/' 2 0 2 0 CodeEntity or Date Data Date Pentling Data Type Versio Manufacturer Contact Enalneer & License Validated Bv Validated Submitted FSC Approval Approved status Revision 2017 Gulf Coast supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10112r2017 10110/2017 1011712017 12J12/2017 Approved Category: Roofing (352) 4.98-0778 PE-7551 9 (334) 300-1800 Subcategory: Metal Roofing info@gulfboastsupply.com Complia ce Method: EvaluationReport from a n........................... Florida Registered Architect or a Licensed Florida MP4F ­ ................... ­­­ ....... L� ......... I ..... I ... ­ ..... � ... ­1 ..... IVIP5 FI-17244.24 .. I ..... � .... -.1 ........ -1- . ...... � ...... I- ... � ..... � ... . --.1.-.1...-- ..... � ... 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Number or Name Product Descrintion Contract ExDlration Dat2 In WHZ Outside HVHZ Resistant Pressure I 0.032&quot; Alumlnu m 5V Crimp Min 0.032&quot; 5VCr1mpAJuminurn RoofPanel 04/12/2024 No Yes N/A -N/A/ over 15/32&quot; Plywood -108.5PSF 2 0.032&quot; Aluminum Guffi-ok Min 0.032&quot; Aluminum Gulf Lok 16&quot; Wide 04/12/2024 No Yes N/A -NIA/ RoofPanel over 15/32&quot: Pli -116.OPSF 3 1&quot; 24ga, Gulf Snap I&quot; Gulf Snap 24 Ga. 17&quot; wide RoofPanel 04112/2024 Yes Yes N/A -N/A/--131.OPS mar 15f32&quot; Plywood 4 1&quot; 24ga. Versal-oc Uquot; VersaLoc 249a 16.5&quot; Wide RoofPanel 04M=024 Yes Yes NIA -NiAl over 15f32&quot; Plywood -138.5PSF .1 ..... ......... ...... � ... W� .......... . .... - ... - I ....... ...... �.." ...... V., ..... ....,-....-, ....... .... . ..... � STA35 . . ........ I ... I .. ........ . .......................... � ..... � ..... I ... I . ... TM .1 ..... 1. ............ - .... . ... I ........ -1 . . ..... I.I.- ........ I ........... MSTC52 ............. I ......... .... . ....... � .......... i .......... . .. MTW12 ... LL ....................... L ........ L ...................... . ....... ............. � MTW16 ...... . ....... I ............... ..........".11.1 ..... -.1.1.1 ..... -'- ........ � MTW18 .. . .......................... ii .i.6 .. . ...... � ..... . .... 11.1 ... I .......... 1- ....... I ...................... . .... . ........ . ... . ... -, . . .......... 1- ... . ... FI-17244AB ...... . .......... ........ ............ . .................................. .......... � ............ FI-17244.26 ...... � ........................... . .......... � ......... ­­­11 ............................... FI-17244�26 ............... L ....... FL17244-8 ..... ..... .. ..... ..... . . ... .......... � . . ................ . .. . .. . ..................... � ............. FL17244.8 .. ............ � ... ......... -.1-I.- ........ � ........... � ..... � .... ..... � ........ - ........ FLI 7244.8 ... 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WOOD CONNECTORS/ ----'----­-'------'- USP Structural Conn. see chart L ­ - -'- ANCHORS Simpson Stiong-Tie see chart B. TRUSS PLATES ITIN Building Components Alpine Truss Plates FI-1999.1 - FLIS99.4 NIA 12131/2020 - ,� MiTek Industries, Inc. Truss Plates FI-2197.1 - FI 2197.5 N/A - 1/1/2023 C * ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FI-6527.1 - FL6527.5 N/A 3/3112021 D. MATERIAL Cast -Crete Corp. High StLe�gth Concrete Lintels FI-158.1 N/A . 5121/2022 1 ---VT-MO � ............. I .......... � .. . ............... � .................. . .. � ........ � ... MUGT15 - FLI -7244�8 ........ . ............... � ........ - .......................................... � ............. . ....... FI-17240�5 - ESR-3455 ................... � ...... . .................................... . ......................... � ......... � ...................................................... .... .......... ESR-3447 - 1213112020 -i ii]��- , , , , , , - - , , , " - MT920 MGT - PLI0456-35 FL1 1470,9 ESR-2613 -.... SIM20OW3 1213112020 � jiijd�d- Commercial Concrete Products, Inc, High Strength Concrete Lintels FL1774 N/A 5/26/2024 5 I&quot; Versal-cc .032&quoi Aluminum 1&quot; Versal-ce min.032&quot; Aurninum war 04/12/2024 Yes Yes N/A +NJA/ 1 -101.OPSF U32&quot; Plywood 6 1.5&quot; 24gs. Gulf Snap 1.5&quot; Gull'Snap 24gs. 16&quot; Wide Roof i Yes Yes NIA -NIN Panel mar 1582&quot: Plywood -116.0PSF 7 1.5&quot; 24ge. Versal-oc 1.5&quot; Versal-oo min 24ga. 16&quot; wide Roof 04/12/2024 Yes Yes N,A +i Panel over 15J32&quot; Plywood -123.6P8F 8 2&quot; 24ga� Megal-oc Min 24 Ga. 2&quot; Megal-� 18&quot; wide Roof 04/i2t2O24 No Yes N/A ,i Panel oyer 15t32&quot; Plywood -ioa.spsl` 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok i 6&quot; wide aver 15/32&quot; 04/12/2924 No Yes N/A ,N/A/-95,7PSF Plywood 10 24 Get. Gulf Seam Min 24 Ga. Gulf Scam 16&quot; Wide Roof Panel 04/12/2024 No Yes NIA ,N/N-93.5PSF over 1x4 Wood Purlins over 15/32&quot; Plywood 0 I 1 24 Ga. Gulf Seam Min 24 Ga. G If Sea., I U&quot: Snap Look, 04/12/2024 No Yes N/A +N/AJ 18&quot;Wid Roof Panel over 15/32&quot; Plywood -108.5PSF 0 12 26 Ga. 5V Crimp Min 26 Qa� 5V Crimp Roof Panel over 15/32&quot; 04112r2G24 Yes Yes NIA �N/A/ Plywood -1513L5PSF 1 3 26 G . 5V Crimp Min 26 Ga. 5V Crimp over 15132&quot; Plywood 04/IZ'2024 No Yes NIA -N/AI-131.PSF 14 26 G:. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel aver U4 Wood 04/1212024 No Yes N/A +N/A/ Purlins over 1U32&quot; Plywood -156.5PSF 15 26 Ga. Gulf Lc� Min 26 Ga. Gulf Lok 16&quot; Wide Roof Panel over 0411212024 Yes Yes NIA -NIAI 15/32&duot; Plywood -161.OPSF 16 26 Ga. Gulf Lok Min 26 04/12M24 No Yes N/A +NW-63.5PSF Ga. Gulf Lok 16&quot; Wide Roof Panel over 15132&quot; Plywood 17 26 Ga. GulfPBR Min 26 Ga. Gulf PBR Roof Panel over i5/32&quot; 04/12/2024 No Yes NIA +NIA/ Plywood-154.7PSF 1 U) " NFM35X12 ............ I ........ I ....... I .......... I.- .... - ...... I ......... � .............. � NFM35Xl6(J FL578.2 .......... .... .................... � ..... .. I ................ . ... . ... . ............................... FI-57&3 Evaluation Report -.1.1 ............ �- .... . .. 11.1111.1.1 ............. I ................. � ............ . ............ ..... � ........................ ...... . . . . . � ....... �� ....... Evaluation Report 1213112020 � ..... ­­ ....... �L ................... ­ 12J3112020 MBI-143.561`1115 M6HA156116 FLINNB FLI 3904.6 ESR-2616 ESR-2616 12/311206 ... ........ I ................... � ........... � 1213112020 PAU44 .... .................. -1- - ... 11 ...... -.1.......... . .... 1- ... 1- ..... � .... � .... � .................. . .......... . ............... PHD2A ........ . ... 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I ..... . . 1- 12/3112020 -.11 ................ I ... � . .... . ...... � ....... --.1.1.1-1.1- ..... 1- Y� . .. .... . ........ I .... V......--.1 ... . -- ........ . -.... ..... - ..... ....... -.- ........ I ..... ......... ...... ..... . ... -- ... Udii�� - SPI-18 FI-104.%.,M ESR-2613 ... liji�iij�- E QualthrAssueance AppruvedforUse ApprovedfurUse limpact Design 92" Product Model, Number or Narne Product Description Contract Exchation Me In HM Outside HVHZ Resistant SPTH8 FL17244.32 ESR-3455 12/31/2020 I) FL10655.141 ESR-2549 12(3112020 18 26 Ga. GuIfPBR Min 26 Ga. GuII`PBR Roar Panel over 1 x4 wow 04/12f2U24 Yes yes NIA -i Purlins mar 15r32&quot; Plywood -l5l-7PSF 19 26 Go. GuWBR Min 26 Ga. GuItPBR over 115412&cluct; Plywood 04/i2rZ024 Yes Yes NIA -i -154.7PSF 20 29 Ga. GuIfPBR Min 26 Ga. GLMPBR mar Ix4 Wood Pudins over 041i2r2M No yes NIA -NIAJ 15/32&quot; Plywood -151.7PSF 21 26 Gia. GUMM Min 26 Ga. Guli Over I x4 Wood Puffins over 04li2/7024 No Yes NIA +N/Al 15f32&quct; Plywcod -iS4-2PSF 22 26 Ga. GulfRib Min 26 Ga- GulfRib over 1 M2&quot; Plywood 04/12rZO24 No Yes NIA -N/,V -159.2PSF 23 26 Ga. GulfRib Min 26 Ga. Guli over 15M&qud; Plywood 002*024 Yes Yes NIA -i -1592PSF � .............. . . � .. . ...... (�� ........ L� ............... � . ......... ­­ ... L ........ .. . . .. ............................ ffi�]!��i� ... - .... � ........ . .. � ........... r ... L ..... ­ ..... L"L ...... . ............. � ..................... . ..................... � ................... . ... � ... � ... L ............. ESR-3445 L ...... . .............. . ................... 1213112020 HHUS28-2 FL10655.3 . ESR-21549 - ...... � ................. 12J31i�bZ­ =:) -4--il' CD Q) = W I co THD28 .. . .......... ............ i� .......................... FL17232-16 ..... . ......................... ��i .� ........ � ............. � .... ESR-3445 .. . ..... � ......... � .......... . 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UPHD8 ...... .1, ........ � ............... --- . ......... � ........ . ........................... 7219.5 .......... � ...................... ­ ...... � ... �­ .. . ......... � .............. . .................... .................. � ............. ........... � ....... -.- ... . ER-0200 .... i 'W� " -HHETA20 FLI 1473.9 - SIM200802 .... i��i k. � CIO > 0 .... I ............................................ I.- ..... I ... I ..... � .... � ....... - .. ... 1-111.1 ............... � ............................ � ...... - ................ - ............. . . - ......... � ............. I ........................ . ................................ .....1.11 .... � ... I'll ...... - ..... 11 ......... ...... ... I .... � ........... ........ . .. - - LGT3-SDS25 . FLI 14M7 SIM200803 ...... 11 ... - ........ . .............. .- 12J31/2020 15/32&quot; Pli -123.5PSF 26 29 Ga- GuffRib Min 29 Ga. GuffRib over 11 5/32&quot; Plywood 04/12W24 No Yes NIA -NIN -146�01PSF > L- 0- .... I ...... � ......... I.- ................ I . ........... � ........................... - ..... I ........... I .......... . " ........... � ......... ................. L ............................. � - - .... --- .... � ............. .. I ........... � ........................ � . . ........ � ........... ­­ .. ....... ­­ ......... ­ ...... . ............ .... � ....... � ... - LGUM26-2 FI-1 1473-12 StM20OW2 ...... . ................ L ................... 12J31/2020 - - - - - - 77 29 Ga. GulfAid) Min 29 Ga. Guli over 10 Wood Purfins cm W12=4 No yes NIA -i 7J16&qu0I7, O�S-R. -101-OPSF 28 29 Ga, Gu[fR!b Min 29 Gs� GulfRib over 7/16&quot O.S.B, 04fi2r-1024 No Yes NIA -i a- - - - I - - - I -116.OPSF e< - I 0-i 0 =3 Search Criteria �_- i - I 1 Cod Version: 2017 FL* 11651 App= Type: ALL Product Mainufacturein ALL Category: ALL Subcategory: ALL -0 0 �-- I I - - I I I � I Appl cation Statu:: ALL Compiftwo Melhcd� ALL L- Qual:ty Assuranic Eirelly Contract Expired: ALL Product Modal, Number or Nam: ALL Pimclud Description- ALL Approved for use In HVHZ: ALL r) Approved for use Outside HV"Z: ALL Impact Resistant: ALL < Do Inissure., ALL Date From: ALL a) . . ALL ..Ml U) I -+--a 0 ICU M . Code Entity or owe Date Date Pandlinq Date I �ym Version Manufacturer Contact Enalneer & License Yalidarted By Validated Submitted LIKAW112YA Aonrovad &Ila Revision 2017 Smart Vent Products, Inc. Michael Graham Hermes F, Norero P.E. Locke Bowden P.E- 06117ni 08/17/2018 08r23/2018 10108/2018 Approved Category: Structural Components �877) 441-8368 PE-73778 (334) 300-1800 =:3 < Q- Subcategory: Products Introduced as a Result of infoosmartvicnixorn New Technology INN-0 �- Compliance Method: Evaluation Report from a I Florida Registered Architect or a Licensed Florda Professional Engineer �' ,���ll,�',�ll,�a�,��,�z"��--,4' %g -"--'-,,-�' , , "�� � � '� !"" """2.""" � � � %_ - �_ ... �� �*'� ""',;1'1';%- ;-N,�;�r���,,,.,,,,,,,,,,,,,�,�,,�,�� ,t,�,-,���,,,�,�4-."�,���,,�,i,?,f�,4,�, 1U"""�",'-'-."-rw' I ", I � I -- - 21 � ""�'!' , , , ""g 'i""g, .,,-,,,-,,,,, �"'-" -�'- �- P """"-','-� '-" " ""',""- " `---"t"S "g-*A�;r `0 a�,,',�","Z�',,�,�',��,".'&'�",���'�,-"""�','��,,,-,,�'.��'�,, , �? I" � - ,,, �' � � ""'i "� ,5ip-"l i,v�"M`t ""-"'a""`4?' t',"M � -, '-'& - �, , , � - - � I - " , - '�& I - " 1-1 � "I iL""',"" -"� -�, �4�:Y'1'1--- - Aw"a- ft. W-fi'7" ti '1111", Quality Assurance Approved for Use Approved for Use Imoact Doslan Ila - - In NVHZ, Resistant I S adventMod21,540-5,10 Dt Function F:oc ionvent 12131r2020 Yes Yes NIA ,100/-100 0 " L- im W C 7-- C < 0) :ndVent! 2 SmartVent Mode # 540-5 1 Due Function F oodd nd Ventf�lal:lcn Vent 12/31 M20 Yes yes N/A -100/,100 3 SmartVent Model #1 540-520 Insulated Flood Vent 12131f2020 Yes Yes NIA +1001-100 Z I 4 SmartVent Model #1 540-521 Insulated Flood Vent 12/31f2020 Yes Yes NIA -loot-100 5 Zia rlVent Model #1 540-524 16&quot; Garage Door Flood Vent 12131 r2O2O Yes Yes NIA N/A n nt de:#1540-570 Wood Wall Insulated Flood Vent 12131/2020 Yes 6 S a Ve t Mo Yes NIA -10of-100 z < sm I m.,Iven Mode .1541-111 14.5&quot: Garage Door Flood Vent 12/31f2020 Yes Yes NIA N/A --i � � a - I SHEET NO. PA 1.0 I a e Florida Department of Business & Professional Regulation page I of a Building Codes and Standards 12/12/Mm Product Approval Application Detail Cod. Endtu or 2& Date Date Pomona �$ version Manufacture r Celac. nalheer&U,rae V I tleed av Valtd�etl submitted FflC Aonreval Anoreved status. Revision 2017 Therma-Tru Corporation Rick NMght Lyndon F. Schmidt, Pi Ryan) King, P.E. 10/15/2017 0711=017 10M812017 12M2/2017 .Approver Coteomy;EMoi Doors (419)298-1740 PE43409 (S13)767-5555 Subcategory: Swinging Exterior Door Assemblies dclov(DwIlbldgconsufarts, Campdance. Method: Evaluation Report from a cum - Florida Registered Architect w a Licensed Florida Professional Engineer fL#5548%f412 Pled ats .- LLoualltvA ... n Approved f fo Los Apomved r Use .Imact p, Design 229.1 Number Product Miiiior Nam$ Product Condition Contract E Iretlonoat, In HVHZ Outsde. HVHZ Resistant .pressure.: 1 r r- lersda and Smooth- lar a. Tha ma -Test Fiba G s S Nominal 6& 9�8 & uot. oh -I ct of Opaque , Ks , q 7J repo &qu pats 12/312020 No Yes No N/A Composite Edge Flbergi Single Door tlmwing/Oulswing X configuration) 6' f. ThernaTm F41ar-Ciagsic and Smooth-Slar Nominal 8WS,0 &quot{4on-unpad&tyxot; Opaque 12J312020 No Yes No N/A Composite: Edge Fiberglass Single Dom pnswingHhKswllg; X aomlguragon) 9 LThennaTw FlbervOWsslc and 9mooCh•Star Nominal 68tyt39'a&qu024on-Impact&quot,Glazed 12/31/2020 No Yes No N/A Composite Edge Fiberglass Single Door (IrisMng/Oulswing; X configuration) 14 n Therma-Tru Flber-CWaslc and Smool"lar Nominal 1AII ;0 4iqudplon4mpact&quot; Glazed 12/Ji/2020 No Yes No WA CompositeEdge Fiberglass single Door (Irreft/Outsad ; X configuration) Florida Department of Business & Professional Regulation Building Codes and Standards Product: Approval Application Detail code or T`m- Verssion. Manufacturer .contact Enron— �&Lies mas Viindat Sir ReAslorl 2017 Thermi Cor ordlon RickWrl ht Lyndon F. Schmidt, P.E. n J. kin P.E. -. l g yn34 ,.. Rya.. 6 Category: Exterior Doors (419)2ge-1?4g PE-4340g (813)'767.6555: Subcategory: Swinglirg Ektenw Door Assemblies rkkwCrwbldgcohsultants; Compliance Method: Evaluation Report from a- Cam Florida Registered Archded ar a Licensed Flomh Professional Engineer Fr,�0+i64r113Prcdu�d' } m x _ Fe9a8or.6' II 12/1i121118 Date pander, i. Date sass g,, ' i! a Submitted. FSC Anpmuai Adprovad Status. 1211 2017 1211=01: 12/212017 WJ1312018 Approved Ouallty Assurance Await torus e Apdmvadfor Use Impact Deel,n Sea # Product Model. Number or Name Pr.dudtD—flidlanContract Exolretion Dale In HVHZ Outside HVHZ. Resistant" rb .are. 1 a. Thermai Fiber -Classic and Smodh-STar Nominal 6&#308 &ouotlgon-IMnact&uuok Opaque 12/31/2021 No Yes Nit N/A Florida Department of Business & Professional Regulation page I of I Building Codes and Standards I/6amic Product Approval Applkatkrl Dr�li F SI I!Qft i[ tam go od§Pwugm go Ism! Ymma lYslillimattik rDftbM EmllwcliIJNM Validated 0, Validated Elimltkd FOCA--M A--,d man RWimdon 2017 Themes-Tnr radon IIINM M Nominal AemW 8 Ryan P.E. oalpm a arts potion Rya tog, 12202017 0902112017 12/22/2017 Approved Cabgery: Exoadar Doom (419) 298.1740 Mamgefmrd intimate (813) 767-66M WbCWpory:'avncing EAMW DWAN&MWW ddGww®rvAklgeonaudanb. ComplNed& kNmod: Cwddaadon Made of LMM awn tlffia product; MoftL Nandi ar N� Product Doecdoom n ftdEA[mvmo .mrlln Finaun 1 a..BgWkCNedic-Crpl&quae; sml & uo1;So rehmerk by ry6 said 80 Oman and GtsmO FaergWs Dodrwitlx 12A712021 No Yes No WA Thermw7ru6quat and without SkisMas, lowering and Cndawhg Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paget ore 1=020 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pope I of I ,resole Florida Department of Business & Profal clonal Regulation Building Codes and Standards Product Approval Application Detail '^ N _ �.. �ffi pkatsi79-rim Sea# Product Model or Name Lkxality Assurances Product �ALUMI Cardradr3l/20tlon Gate Awmi far Use to RVH2 Approved for Use ;Outside HVN2. Ig19ag3 Resistant Dead, Pr`essr�m, 9!✓g 7M fire laic lam. m arlwr &LIB Validated as a& gab -TM ikon Enft or gt Vdlmbd 89 1 SERIES ALUMINUM SGD UMINU l45-3SERI15qu.t;d0&giNGDOXO 12212020 145IES420ALLJMINU NON -REINFORCED No Yes No NIA Ravhlo9 2017 Clopry among Products Company Mw11VWebeBeld Imarbk Tft" SWIMS NA, .Gary Plattner IIMVM17 WMQ=17 1210=017 Approved ReVIIon 2017 Cbpsy Building Prodlds Cmr4mY MartWwAwm@ld Inlartek Teamg Somfou NA, Gary PhwMw 2 SERIES 420ALUMINUM SOD SERIES 420 ALUMINUM'SGD OX, XO; XX 12f312020 No Yes. No N/A Calpwy: Ezbriw DOOM (613)770$062 InF (613)619.8586 Catapory: ExterlorDmn (613)770-0062 Inc. (613)519d5" 86&QQd:x608qud;:NON-REINFORCED SubCw%gai Secdoaal edmlor Door Aaaerob0ea IreraebrAeltlQobpay.cOln SubCategary: Sectioul Extends DoorAsasmban mwmMfmk*doM own 3 SERIES 420 ALUMINUM SGD'REINFORCED SERIES-42P ALUMINUM SGD REINFORCED OXO 12/31/2020 No Yes No NIA Complaints Mathedr CWgrcklm Mark or Listing 09epRnOe Megwd.- Cwtlllmdon Mwk or LWme 1453/4&gud;x96&quot; 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED UX, 12MI2020 No Yes No N/A XO, XX 95&qudlx98&quit; - _ Cass AsstalmeM Approved for tin Asarnvodim Len pgmerst dam CAUft Amro 5 SERIES 420 ALUMINUM. SGD' REINFORCED SERIES 420 ALUMINUM SGD R UNFORCED'XXX 121312020 No Yes No WA Effigy 1 am proWd Mddel. NumhwmNemeProduct DMOMDubn 143&guot;x9¢&quit; 37 037 vili PAN-2Fi81: 84A, 94, 73, 76, ISM, 190, 76, 701, 41RST, 4RSF, BRST, sRSF, 2RST, 48, 42, 56, 408, Sam[ Pan (min. 25 a&) Single -Car (up to 9TP wide) 0&21/2028 No Yes WINDCODE&ari4: WA Gangs Door No +30 PSI PSF 53 053 WI PAN-2F183: 84A, 94. 73, 75, IWO. 190. 4RST, 4RSF, SRST, BRSF, 41111, 42, 65. 488.42B. 51 Goes, Steel Pm (min. 25 ga.) Double -Car (97 W 100" U6/21/a07 wtde) W WDCODE&a174: WB Geroge Doe 425, 55S, GDSS, GD68V. GR5S, ORSSV, ARSE, ARSSV, GDSSV, ORBS, OR53V, ARSE, ARSSII Was, SDI EDSS, EDSSV FLi"i537-R7 ails mm WrNm Menuteft RGYMN 2017 CURRIES DNbW of fiali Inc cdww.. Ewm* Doom auhckeopory: E WW D"Compommb Cow4d* m Mario& ConVkWm Mwk or using FISI45174V Pr dumb pga}LI PMAwtMWol.Numbff mb 1 607, 701, 727, 747, and $47 Skgb and Pak. of Doors Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Dataii Rom cents centsg1 engineers LJssrue yam„®( Deft Dow UL LLC Ted aeeri PE (641) 4WB41 MM $88.4707 davadedlcQameabloy.m in Page t of 1 d2ata lam Sek DWAPWWIM Do PSC ADOMM 11130=17 101211=7 121VM17 AppMVM Approved rim lbe lifiew own" Product Description Carlini M�n Dow Io-N trim Flai Glared, and Louvered single and pane of 1203102026 Yea Yes Yee WA lolloly MBW goon. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pa9a 2 of 2 1=2= Code. Entity or Data Data Date Funding Date ywaton. Manufacture, Contact Engineer &.License Validated By Validated Subridbod FBCReataVat Approve d :status Revision 2017 MI Wlnd-end Dom a Brant Shc'mi American Architectural Seven W (I FE 06Po4P20IS 06/002019 0"71M 19 Appomied Category: Windows (717)365-Z300 Mim^murars Assdclaron (717)3178454 Subcategory: Fixed tsithngerPmiwd.00m Compliance Method: Cedificabon Maw siin �ro`cda Y ft2. iF i sApproved 0awity Assurance Approved far Use tw Use Impacts Obsion Il aik Product Model. Number of Name. Product Description CnMraw Emlratlon'Data InHi Outside HVH Resistant Pressure. 1 153 PW 73 x 72 Insulated: Gloss 04Po3/2023 No: Yes No. te01-80 Florida Department of Business & Professional Regulation pas 1 all Building Codes and Standards 113201e Product Approval Application DoW F Smaa Eft 2WR tak aakPNMIm 21b in Mercer Mmukdm, 2mm YtikkiedBy YsiNRbd lghs>med PWA�l A ABM RevWdn 2017 Therms-Tn Corporation Rick WdW Lyndon F. Sdmxkm, P.E. Ryan J. lop. P.E. 1011ai 1011612017 1131ZM7 12/12/2017 Appeared CsWSW. Eabrlor Doors (419) 2BB-1740 PE43409 (013) 7 4dw S1mCedegary: Serbgb9 Exterior DOW AaaemnlWa nt& C"Wftnm MadMd: Eralmdon ROW ft. a rem Fbndh Rephbnd Alarmed m a Licensed Florida Pmfmftal Engineer FL§764&RB pendants QLUMW Assuages AMAProduptMobl. Numherm Namw A rU- A Jhe MEN vwm Efamm S 1 l 1 a. &quotFibwan tc&quok, 6quotSmoodMw&peat. GIAK 8 &quotJmpec06guak Glazed Fiberghn 12131=1 NO Yes Yee WA 8quobClsnlrGreB&gtxot w&quOt;Clsmid)Mk ion le Dow- (() kwwkng or Outmwlg Configuration Rustle8got Florida Depanniont of Business & Professional Regulation Building Codes and Standards Product Approval Application Detag Ei S96 en*v a L= YMalty m0ldawlmlm[ di¢m EmaetAUgm Validated r Revlebn 2017 Therrma-Tru Corporation Rick Wright National Amrm bWe & Ryan J. Kng, P.S. Caegory: Exwrbr Doors (419) 29&1740 Mang vent Institute (813) 7974WS nets eeu6ame. WaceMDaryc Srtlkghg Exdodw)yoorA.sembtias rptaVQ Npda Cowo#mm Vetlreet CorOrmMn Mart or LWmg rein Fitt produces P.I Inti tale din Dab-Fwtdm 9Mi )(ids Elm FBCAnn=W A,,W d §$om W1112017 09)21/2017 122212017 Approved odueLMdbL wumbwmlMm Aalasraaf Use AMMUA/«1r �qt DesignPr P�lllll w InHv i out" Ki Bealaw promises 6 m. &quotsmootr Stw&quM; apt &quoCBenohmerk by SA and 010 Opaque and Glazed Fiberghwl Door udtlt 12131=1 No Yea No WA Tlmo mo-Thmquci add without SMemm, Inswing Mod Oulaxing Fps 1 Of IWmla Florida Department of Bu61nem & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of I IMrzo1e PLM14tn Erab V ; FBCAmmvel Appealed Ala 11m!y reran ! Validated Br Validated gpbg,Rted IFSQ Amarceed Ao l7Mlm 11/2912017 ovio12oi7 121051 Approved Revision 20,17 PGT#KkWM Doer Ruart MWn*Ceds aCCD-CER MhnkDada BCCC-VAL 1212012017 11128/2017 112MM017 Apprmmd Cagy: Ezt9dor Doom (941) 486-0100 (7W) 31&25W SubCW@Wry: SMinp Exterior Door AowmbNee dms&GpgiandusWwoom Compmmo NWo& Giamatti Made or Lbtkg Acrorcrooned for Agnmnd for Use le" ! FL#Ul.R29 Products Asmwedmwuss ApwwndfwNet bRad gMlsa 1, Hi 4mtAe HVIC sit"M ELlMa4 ME PreAml Medw Wbor m ldame In HW Z gt i l Pram mt No Yee No •30 Psli 10 SGD•eeT0 g.afpm Made oono Vhyt SIEW Cain Door 04/t42021 YPs Yes Yes WA PSF Florida Department of Business & Professional Regulation Pptl2of3 Florida DepaAmeM of Business & Professional Regulatlon page I of Building Codes and Standards 12012020' Building Codes and Standards Imamta Product Approval Application Detail Pp Pp Product Approval Application Detail _ r jl2REW FLs162r9.R6 coil aswromore or 1e .-,—a or. Use uneill. n Syg,E roduct Model, Number or Nano product Description ContractEm)rMim Date M V4i M Outside HVHZ' Resisant Rassure S9S! :Sam 20 ire 20 - 2 185: SH 52x72Fn(Fiange Frame IG/SG Bing].. Hung IGIOM023 No: Yes No +60/-60 ma VMWOO MOAdKJMW Erwkww.&Llmnm VdWabd By ypiwobd Submitted FBC Apwdetl amawd sm Lam1,W,d Glass Review 2017 Closely Seadkg Products Company Cabpary: Exterior Doom Mark VVnWrkeld Ig*M TWIN Services NA fiery Pbmhbr t129/2017 OWID o17 (613)7704062 lea. (513)5194M 12;MC17 Approved SukCewatei Seasonal Exdaror Dom Assemblies mwomrfieWQabpsy.00m CwnprArso Mdko& Conft m Mark or lus ing F Gooft Aempeam-Aameyed for Um AammOftr Use IM20 Am Product, ModoLHurd— arM w Product connotation Conuctmudmffmpatm In HVHZ QWALUMM Rom" Pt , s3 callME40 PAN-21cliti 73, 75, BM, 94, 42, 48, 428, 488, Stsel Fan (min. 25 its.) 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HV stem P Y Eaatt 7 e1t3500 (Loge, Miseae krp co 5 Impact) Vinyl Fixed Window 04/M2025 Yes Yes WA, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pag. I of 2' 1202020 FL8i81•Rit 9edt Tame VOWS" Ileagk IWvW. 2017 Par md"Wu CdWW. VAndowe SubCabpory: MVBbns Cmplkmts Mepwd: CmrMCatlon Markor thong FL#Ul4R11 Pmdpdw mi MOSmts 11 rorAk.Dome and W KIDWS Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Dstall Poe l ari lean a Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Appika0m Detail Pails i dI 11&M1a 11uati192aa tads Sam or lea )ak D b pyo m laic "3102-R6 9ok grAW a tak oak IakPwdvm lam. PMS2r24t2 921111 La IMM" tBaaldkr w cwbot Enanwr&LWams Validated By Validated tiFBCAmrmat Aonm"d $k4. ba Ylmlga. 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I of i Building Codes and Standards immta Product Approval Application Detail Er4my tam. )ak mbpw Am go C..b.t Engineer &Lleams V.Ddd dap yelp 8ubmlftd FBOAUMMW Approval Dean Ream MWr")Od. 9000-CER Misnd•DWBCCC-VAL 12/20=17 1210=17 12/2b/2ol7 Approved (041)486-0100 VM 31&2880 dmwkQpaWdusWn.com QLWIW An ABMconed fedyN Apa odf rti- mmo Onion fraiduest contends- Dab In HVHZ outside W" Fmeuk Vh0/ Single Hung Window Yes Yes Yea Yoe WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page l w l Iffimis FLM62z$m SY:M vemien erd&wwaLbeam Vs&Ined By Va1Mwed B,bmiad PWADmat4t Aoom"d AN& Rewhm n 2017 Clops)' &Mhg Products Company Mark Wasbmblr Intarlek Teaft ServkMe NA, Coy Plummer 11rAW17 OB1141 17 12/=017 Approved Colossi Exoeror Doom (513) 7704M Ina. (513) s1943588 SubCsWpoy: Sedional Exterior DooAammbllea m gemmMQdbM.wn Cowpassts VAOmd: CamflcwkM Mart or LWOng ousftv Ashumme Approved for SKI �(Med.LIM=bormw.m. Associated beam gbg Dow OgumebIIb HVHZ Bob" )ingrain 102 102 W S-16 PAN-2I 73, 715, 84A, 04, 42, 48, 42B, 488, Steel Pan (ri 25 pa.) Double-Cler(9'Y W 167 06,2112021111 No Yea No .37 PSF/41 4RST, 6RST, ODSS, ORBS, AR5S, EDSS recta) WINDOODE&a174; w6 Ga ors Door PSF Sep# ;Product Model Number., Noun:. 1 HIS 188 Fin and: Florida FMm. Florida Department of Busks & Professional Regulation Pap I of 1 Building Codes and Standards liamis Product Approval Application Deaf FLO13i la-aa ! Bm 291 go RM Elabmked FM AD tllm AHowd AMR ]Sine V.0b. M. Dean Ruart Mtsmi-0ede SCCd-CER MWniDeda BCDO-VAL 1210542017 ll/15017 12A01Y017 Approved Revision 2017 Jm Hardie Building ProCucle, Ines, (941) 488-0100 (/88) 315.2b90 Category: Panel Wags dpwkQpglWduekie&comSubCsftwr. SUft CovoNeneo Msaw& Evaluation Repon from a Fbdds Registered A ditd or e Lkeaeed Florida professional Engineer omr&Aaammaa Assigned for AawwW wUr Irk HVHZ Daiwa HVZ Bletilitleg Eoawce Aluminum Mullions 05128n aril Yes Yea Yea WA IiK9 Pfpapmt Moft NumberorMa 1 COMOW tLax BWklg Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Appgcatioo Detail NWkThwfpamx Lyndon F. Schm61L P.E. Ryi King, P.E. (330)922-2399 PE43M (913)7&-$555 nt4MPom MII[d&mom Pats 1 of 1 Iffi mis 21h go 9m.Fwding Bin MaL1 [awmewo fW ADWOY ! A 1r slow 10N412017 1000=17 101112A17 12112a(hr? Approved Aso-sellbruss l.e&d Design to wW add& tmm tam PCll4Y3 Vast or Solid Vha4 Sofa 1201AI 0 NO Yes No WA feLtemazzm so min vanim Revision 2017 AWtle Category: Panel Web 6u6Cxdagwyx SomW CORVOO m VAOQ& EvelusOM Report from a Flords Regisbmd Architect or a Licensed Florkis Pmbsdwat Engineer Effie processMddeL Number or Name 2 b.&*m4AWnce T4&qud; SM Florida Department of Business & Professional Regulation Pagarl of Building Codes and Standards 11=020 Product Approval Application Detail produei,De'sc mi 7842 1— aled Gres Florida Department of Business & Professional Regulation pep.I w t Building Codes and Standards iffli Product Approval Application Detail Endlyor Ilk 21M Dab Pmd- 90 conud VdkWdBy Val gMC A.DlaIW Aponmed I6m* Fingsheag Zhu Ronald I.Ogaxve John SOLOMM, P.E. 0812512017 B&MO17 0812=17 10/10=17 Approved (900) 340-M7 PE-24121 (362) 3117-2818 pinpbmgshuQjmmhar dW.con Approved for Use AgpmndfwUft pUO 29M lnHyHZ OuWdolly i Rmbt m Proem" tuber-mnMM gip sdWg 12f3i= Yee Yn WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail canym EIMIN n Emlmw&LW ININALM NIck Tiwltpew Lyndon F. Sunni P.E. Ron J. Khg, li 0301922-2309 PE43409 1813) 767d5% mhanpeaaQahMa.amrt 1,00101 II 1/ finis PW Approval Approved am 1WOdMI7 10/03/2017 10/111w17 12M212017 Appowd Ann ed}nrlb. AoorwWfmUm limped &eke pmduotpNcdotwn Coftb"ammom nets InHVlm OuWdo Roobtbt Pnoum Vent ar SOM Vinyl Soffit 12AWINN) No Yee No WA -0 > U O +-r (•� to 0 .� L 21 = L O C O U 0 . W -D tie 0 CD- .� O /U� C/) a- a< CIO a 0 0 cin C/) Lin 0— c U O U� VJ V `M� W cw G z z Q J 0.. 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Kneaevich, PE 1"1/2019 12J1112019 1211WO19 ding FBC Anon Category: Rool (SOD) TM3411 PE-59186 (954) 772-6224 Subcategory: Asphalt Shingles msllen�gaf,uom Compliance Method: Evaluation Report tome Florida Registered Architect or a Licensed Florida Professional Engineer ,;; Gj of (Id28P o1neL Q1dlty Assurance Approved for Use Approved for Use Impeel Dowl sa k Product Model. Nundn r w Name Product Deserlp0°n Contract Eimiratlon Data to HVHZ Outside FM4Z Resistant Pressure 1 GAFAsphaRoof Shingles Fiberglessreinforced 3-tab,laminated, .Stsband 12M62022 No Yes NIA WA htpmdge aspha8 shingles Code E or. Do" Dal Date Pending IMe. Tea 17: p Manufacturer Cbntacl. Enolneerfl Licerisa Valdiled By Validated Submitted FBC Approval oval Status: Revision 2017 TAMKO Bulldkg Products, Inc. Kepi Eden Zachary R. Priest Locke Bowden P.E. 10/19/2017 iQC5f2017 102W2017 1211 Z201 7 Approved C o ag eg ry: Un (417)6?4-B64A PE•74021 (334):300r18U0 Subcategory: Untlerlaymrems Netrl_eoen@temko.com - Compllnce:Maihotl: Evaluation, Report from a Florida Registered Architect ors Licensed Florida Prdeasignsl Engineer - - ftiM2a2S RBPIat acts QUallty A"Uranea Aphroyed for Use Approved for Use img 3 DistoD Sea A Product Model. Number Name Product. Description Camraet Etmlrellpn Oate In HVHZ Outside HV14 esR Istant Mil , �{ fit,or - 20 2029K 7yg )off S VLydlw ov V m Hil AnomwR alasm Revision 2017 LV. Thompson, to call Thompson AmhfeahrrBi Tony Chrthneit Zachary R. Preset Lode Bowden Inivia 17 10MAll 1CM72D17 12`120 17 Appeal MBahlReady(rAMCO) wnyo48.346ti PE74021 (394)3061800 Cabpory: ROOeIg tsiy®pomdaWoeg,00m at�g°9': RooMg Asw"ads maim an - handed of 8 comp elected: flooding l Embroil Lkaneed Flodde Regtnei�Aton Pndeslodg Ergkwe ii11VaL spellbind for Loss AbwamdtUw kill= 21" Ilea!! P Holm In him Premiums 1 TAMCO Fiat Top Off -Ridge Vmtwith Soft for Tit28 Ad. Wtlh rod Vandal west boMe 09106" 20 Yes Yea WA WA f31tiMSM SQ* :or go I� t 20 lye vacs" 02rtld Ilawod Htdtr� f ApppgygN( AMR Revision 2017 L.V. ThomPan, Ina Alba Thompson AMhbd eel They Chrtbian Zachary R. Priest Locks, SONG t 101102017 10/10=7 101172017 12/122017 Approved Maa4C Real (TALACCj wnyoA8wu P674021 {&94)900.180p Caaaoyc Rodfrg �oOag.Can aubCahyory: R°°f°g AcceNaNa that are an Integral Port dlhs System Flodde Regfeaad Architect or a Licensed FkAda PmhNlonal Engineer B Quality Nastiness Aaonnined.far UM AowondNow Um I21khm P. In HVHZ f PlMsum 2 TAill Capoa°n°dt Vets 28 ga �Bi1g28 No YN WA .01.62.6 6 No:15ILL Asphaltsaturated organic fe 10V182021 Yes Yes NIA WA.. Florida Department of Business & Professional Regulation Pagel oft Florida Department of Business & Professional Regulation Pact 1 a 1 Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Peal Building Codes and Standards 1n/201e Building Codes and Standards ifil la Building Codes and Standards 11601e Building Codes and Standards 114016 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FAMM Code Mail or Data DaAg Oct. Pencil Data FLOM94t2 fFLMS104U FL#IAB184Z MM version Manufacturer Contact Engineer & License Validated By Validates Submitted FBCAWr°val Approval HIa01L RM lying Version gm Engineer IN Llrrm VtlMasd By fits 21h V&Uddod Submbod Deb pw000a FBC Approval .Dula ADWAVi9 ,a egg Code mm version lam. Eam or Bslywt Eanknr&Lk~ Vaahtd Bir go Rik Date pardln° VWkkbd gubreAtlH FBC ACCIWM Ric! Apom"d no& 2m ]yap %Blue mommomm EntrAt contact Engineer .A.UdE Rai 211a f Submitted 026 pumam ILk EMAUMMOM Ate am Ravis bn 2017 Lomenco, Inc. Category: Rooting Andrew Cade James L. Buckner, P.E. Steven M. Uflch, PE (501)982.6511 PE-31242 (717)311-8454 04/092018 12M&M17 04/152018 061122018 Approved Revolt 2017 LV.ThompNtt, inc. cibaTftdrpeon AmbewYeN Meat company(TAMCO) Cassel Rooting S bCtlsgay: Real AaasNorW shot m an ett(gal Pet Grew Rural system ComplanN Method: Evaluation Report tram a Tony CW man ZedaryR Priest Lade Bowden (813)248.9468 PE-74021 (334)300-IND Iely®genaakmfrg,com 101"102017 10MQ4017 10M72017 121"llibi Appovad P.WWM 2017 LV. Thompson, Inc. due Thp pocin Arctftckwl Meat company(IAMCC) Calgary; PA*v SlAsCotpmrr: RoottsAeceNadn this are an Intprel Pad dtla Rooag System C=r4)gmws Msaioca EYalustihn Raised from a Tarty Chrtlnan zschary, R. Priest Loch Bowdon (813)248.34M P674021 (334)300-1000 WnyQg-*Wkootiq.eom 10/102017 10M0l2017 11011740117 1211122017 Apprmrod Revision 2017 Florida Meal Product Ina Cabowy: RodN S1bCa Wq: Real Aaceasods the m an kitpral Pelt Of the Roping bSatentt Compllm w Msftob Evaluation Report from a Florda Registered axtora tlsneM Florba Clark Jon" James L. Banker, IPEA Michael John Rama, (004)783-8400 CBUCK Engineering Ill dwkaewnw.awn PE31242 (661)414.7567 10/262017 1062017 IVA72017 12/122017 Approved Subcategory RoofingAccessorles that are an Integral Pert offte Rool System Compliance Method: Evaluation Report from a Florida Reglsterad:Arehlteci ors Cleansed Florida Professional En gtneer sisho.k acaderWlomenpo,cam florid R6Wstaed Amhill ter • lJceaed FkNidtl FTorks RagMerad Amhlxt ter o Lkeneed F1tlrWa Pmksvb#W Etginex , .. „ Pnht"d"Engneer Pm%nWW Engineer FLaIM041 Products Quality Assurance Appircivoillarl Approved far Use [..act 6eslan PUIM"U Painful 9e° # Product Model. Number or Name Product Description Cordract ExWraAton Oata In Hl Outside HVHZ Ream Pressure PLEIM84t2 Products Aparwaafor Um Age Imod 21ME .QuaftAwtrams A■ t cat Use &=I&Rilma HOORmbvMwm Cu Product Dessorledon COR61M EKWratim g Approved for Use Anstroved BMW In Ill for UseI.■F% outside Hill fiaY0lit )i■I■ Premium 1 Deck-AIr- DA-4 Low Fronts, Polypropylene Plastic, Rodvnt 07l102021 MechnlcolyAltechedtoPlywoodDeli No Yes No +97,5/-97.5 ElanProduct Model NumbworName PmdudDmdoffm Contract Expimum Dow ffi1L1@.6 m Pry to am PPm&mt Model. NtaabwarR m. Product CoubtatExokaffm Dab In Hil OUM& mtti3 Restated 1 3 S-FLAk1C0 84uctRV 10 RIcMe Ysidlici ; Aluminum Rfte Vtmts for pk W root r"rbaaa 12181I2020 No Yee No WA 3 TAMCD WAIdge RodVntWWI Bolt 28go.sbftmofvntivtwwkhh.b*abtl !cafe ONOW2026 Yea Y" WA WA 4 TAMCO Round Top ONtIcIpe Vail with Baftfor TVA 20 As, deft mofvwdoW with MWe Oad/d028 Yea Yea WA N1A 8Wi1 l Aluminum Florida Department of Business & Professional Regulation Page are Florida Department of Business & Professional. Regulation Pagel e11 Florida Department of Business & Professional Regulation Pagel oil Florida Deparbnm t of Business & Professional Regulation Papa i d1 Building Codes and Standards 12a2020 Building Codes and Standards irMi u Building Codes and Standards +rV20M Building Codes and Standards 115r201e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Dotal) — CCoda Entity or Date ,�Me. Data Pending Date Ye on Manufacturer Engineer Validated By Ideated Submittal Fill Approed Approved us 1Y2 � caned Ya_ Aporp d � Ri lslan 2017 Boral Romig Anderson Robin IAPMO uniform Evaluation Gary W. Walker 10/18/2017 10(06ral[T 1021f2017 Approved 9 Category;Rdofing (801)350.8091 Services I.I.C. (205)854-0160 SubCategory: Rooting Toes RtbinAnderson0bural.co Method; Evaluation Report frame m Peatluei Evalu tian Entity Produ Evaluation ., -Pia7aa9� IrtoC4 ,gpally Assurance Rodrovatl for Usa Apgrovatl for Use png� Y45f91d C .Entity or 094 Data Dat° Pandin° Data Version Manufacturer C Enalnear&I-109— Validated By Validated mead Fill Aporoval Approved � t �Q � sue. Revision 2017 Global Frail Products, LLC. TIm Robinson Wal T11111 Jr, P.E. John W. Knezeylch, PE 09/06/2017 08al2017 09/112017 12M 2r2017 Approved Category: Shutfars. (954)689-7545 PE-44167 t9547772.6224 Subcategory: Slomn Panels tim.robtnson �9PPent.cont Florplince Method: ArcEVelct or a Report toma Florida Registered Architect ors licensed Flantla Professional Engineer teeSlow", . , . , . ....., f .... - ,.+� ..,...._ .,.< � _. ..:., .,... .,- ,. ,,. .., _ . ,t: , . . < .,... .. _,,_ . , , .: - ;.., ;'-., _ ...,:. : ... . .. ........ <. ,..... .,.... ... _;. , .:_ , ,... - .99111 Entity or 12& id! Oat° P do Ina 2111= mm Yetslon Manufacture Conrad En°Ineer&Llcense Vandal By Wanted Submitted FBC Approval oval us �— Revision 2017 Ali Amier ion Shutters and pass Mike Balblan Frank L. Bermuda. RE Tmy� Bishop, P.E. 10/182018 10M8/2018 1023,2016 12/1112016 Approved Category; CategoShutters (581)712-9882 PE•0048548 1954) 847-0880- Subcategory: Sierra Panels m@reti�ellemeriwnshutte Compliance Method; Evaluabon Report from a rscorm Flodde Registered Arcnitecto a Licensed Flarlda Professional Engineer - ; -...; ., QuaIiNANurance Approyad for Usa Acwovetlfo Use � Impact Reel Pli ogo4u 2a aid*, or Was 20 natbpmmsm alit VmndWBr �t(gs Yafalan EYBldeml� l�[i1� YdrYtsa gt&mtlm EN Anneal Agtaarm tlYalat Revision 2017 fiW Bull Components Group lino, gltattlsv4s ICC Evaluation Service, LLC Watm M. RnlMi, PE OW192017 O1s072017 OY212017 Approved Category; 9huatlttel CamPawia (847)918S473 (407) 687-1917 ConVUsgoq:ode Pats slewM�sMinetr oom Compotes Ysbod: Evaluation, Rapodfromp Product EraWetlon Fzigy for line Aestevtl Imo■. Rf�lt Sena Product Model, Nunbe— Name Product Dseorlpnon Contract Elimination Date I� Outside FiVHZ Resistant Pressure Sao o 1 P otluot tit Nanber o Name 20 GageGeNanl2ed'Bract Storm PanelsMVHZ 'QualtrAssuren Produrd Description Conrad Emlratln Date Corrugated Galvanized Steel Panels retained 12/31202p Aoorovedfor Use Aoarovad for Use In hill outside HVHZ Y. Yes Impact Resiststit Yes !ice nessu a WA �� 1 Product Made, Number er w Nana 24ga'GsIv4rl Steel: Storm Panels RaluG Oescrlonon Call Excretal0ffie 24ga Galvanized Steel Storm Pantile 12/812020 - in HVHZ Yes Outside HVHZ Resistant Yes Yes es WA le( 1 174V BCG✓Alpine H�Mr Strergtlt 048artp; B) kNal Contacts Psi 17lJ72022 let Kill gy Y" Yes 1 WA I�WQ WA re o, o es ny a e •Fast; 17 Balcony 9g0-Country Slate, Hartford Slate, Slate; Flat PrMlle-SlockMn,:CA 12/312020 No Ves NIA WA Split Old Engll5h Thatch a not by tracts to provide, hurricane protection. 1s 19 Saxony 900- Country Slate, Shake&amp; Slate Saxony 9W- Country Slate, Stake, Elate&amp; Split Flat Profile• Henderson, NV 12/31Q020 Fat Profle - Like Well FL 1=112020 No No Yes Yes NIA NIA WA WA Shake 20 Sazonye00- Shake &emp,:5lato Flat ProFlle- Lathrop, CA 12/312020 No Yes NIA WA a Wuu Medium Profile- uenwr o " NIA N/A 28 Ville 900 Medium Profile - LaneVJalas, FL IW312020 No Yea NIA N!A Florida De partrnent of Business & Proliessiormi Regulation Building Codes and Standards Patel immix Florida Depa Brent of Business & Professional Regulation Building Codas and Standards Paw i of i 115011, Florida Department of Business & Professional Regulation Building Codes and Standards Pepe i cal lmml$ Florida Department of Business & Professional Regulation Building Codes and Standards Pegs I of I 1m201e O Product Approval Application Detail Product Approval Application Detail Product Approval Application DeW Product Approval Application Detail ■ � ■ — _ FL#Itlltffi Sim EnMor 291 214 12daPJotl■ Rift .Mu torsion tlmWaWii S Steel— A Usenso VWkkatdBy ywhi" Atilatill FBCA-rld AMM29 HMIs ROvWot 2017 fTW Buk" Component Chap ino SbMLawt ICC EvaWMtn Service, LLC WNW kt Radet PE Mari 00107I2017 091212017 Approved costa°ry: Structural Componed (647) 910-6473 (407) 841-1017 awica.wry: True Pita alewtt9alWm°bvcgml Poll Eva MetlwE city Reportfrom a Ptoducl Evaluation Em@r gnu 92b Pig[ gltl Fet latsPostal Rita Ilona version agEeladl.[ 220M Enal c&Lk9 lalki2wBy UNION &Alit W FBCAtrtrl "bm%NW ima Rayon 2D17 rrW Busting Components Group urn. StNrtLWNW ICC Evaluation Sews, LLC Wale M. Rand, PE 09M9I2017 09I072017 D9 Ill Approved caageyl structural Composer" (047) 91848473 (407) 68114917 aibCatga)r: Thee Ptnea M°�'-�° Ca°g4aneeMeat°tk Evaluation tlepoit home Product EvoWetlon Engk' - B 290 Rohn R t 2d& f2ataPaadm 20 mini 7Cwkew maddiffilim cartel EF W AJt� )NbbbmmN Y Hitt FWA■md Andrei lon Revision, 2017 nW Bul dlrg Corrpomift Group Ina Stuart Lewis CC Evaluation Servics, LLC Widen M. Racal, PE 091IMI? ogwrA17 Og12il Appal It, AO l i ah i Wal Ceripotrerd (647) 918.8473 (407) 881-1917 eompbnco Trials Phase 'C°A1 Coniptlniat Meewrk Evaluation Rep°rtfron a Proaucl EveWatlhn Etd�r FLiMgr4M 22& Wtft or 21b 29t 1 21& mm version ! F vdwawB, YsROM Htialle if t Aa.mBtl Sam Revision 2017 MFrec Industries, Inc. Devi Wart Ire Evauatonn Service, LLC Ke Evolution Sevas, 101IM17 101192017 101 Approved CaboM: Structural Components (314)851.7480 U.C. BubCatoM: Tries Peas dwell�wwam am 6884M00 Cow lastltotl. Evaluation Report from a Prodtttd LAeha6on Entity audw Aoorovbd far Use Aggroyadfor ur koom polka -climate Awmno Approval for lte Arbrtat llll IMPIffi 2omn H Quality Assumno Aodrdvad lwrlae AobrovWFar The lmeell gWM Quaft Assuming Aaarovad for lea Aoorov"for Use mmmd gaski" $red PrnuaYdeLNuaermNarN Product Damietta 11111 fS ENM mosioton Pmda" HOOR PtoduaYrieaLNunharerMom pmdmboudvmw CobNLEmkatlanDab InHIM ouww flutes pnmum HOOR t. mdExwrodotDot In OLIWO Pl!■■ alas Pra&MM*d@LWwnberwNama printed DonarkOw contral Kattedid Dab In Hill QU Boom fd'mm 2 ITW BCWAlpba Hop PMt LWMCmnKWr Pat 1=11MI122 Y" Yea WA WA 3 nW SCGIAlpIne Trulax momemtacbrPimb 12272022 Y" Yea, WA WA 4 rTW WWApka sow° Meal connedo PhG 12J31/2022 Y" YN MIA WA 1 M1a8N8 18 ga. super high strength Mm wnnedor plan 01/012023 Yes Y" WA WA HgmhS�0.1a HsegGldlMLL Florida Deptu tnewd of Business & Professional Regulation Building Codes and Standards Pelletal +male a Florida Department of Business & Professional Ragulaton Building Codes and Standards Fee +d 1 Imle Florida Department of Business & Professiolal Regulation Building Codes and Standards Pepe t d t lismia Florida Department of Business & Professional Regulation Building Conies and Standards pope i Of I lmmis O Product Approval Appliaaton Detall Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail n0 W FLMN-Fa Sale mm lotion E(1dhL4L Ywdwe By l� Rik Macao Ili Submitted MADMOYM !� am FLMW4ta RA mm vini n M Bill EaniNlt&!JglO!! 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Yam HIS FBC Aawvwl 205@0 Approved Hest. tTm1n4M IYu version Eol&Lst s ul Vskiked Bit Ill MR Valdobd BwNnftd Deb Parallel � Fat Appeal AeemWd Haag f3MPl� I= Sr129e YMlIOO EnDOLa S Enghal Valdad By !� :2� tAh.PlnAtra VA§dmbR Submitted FOC Approval Illy A AMR (D U) Revision 2017 Mrr" brickworks, Ina counsel structural Comp n"m StbCasgary: Truk PIaN companies Modwd: Evaluated Report from a Product EvolusUnn Eft orm Wed ICC Enk*Wn Serial LLC CC Evaluation Service, (314) 861.7480 LLC. dmer*rnitcan (206) t 00 10I79l 10/1e2017 10r122017 Approved Revlon 2017 MITek Industries, Ina Capory: 8ttrutural comporaras atbCaagory: Tm" Pal" Compgnoa Metlt Evaluation Report from a Product Evok"on EnMy David Wad [CC e4WMlon BMW, LLC I= Eveuatlon Service, (314)851.7480 I.I.C. tlwel®ma.corri (20� 10/192017 1001012017 10/222017 Approved Renton 2017 Mrr" Indwiae, lea Cabpo a Za Trim components aibc.agory: Tnea Pita PCompOwwo Model ro n Report Born a Dwk1 Wort ICG EVaI"dat 8"dce, LLG ice Evaluation somm, dmr 881-.4 I.I.C.LLC. dwelt�tl9,sorn (206) a99.8800 100`19 017 10MI)i 10P22J2017 Approved Revlon 2017 MIT" Industries, Inc. CaYW7: StludurN Components Come ppRe Method: Evaluation Report from a Davin Wert [CC Binaural Bence, LLC [CC Evaluation Service, (314) 861.7180 LLC. mf,tom (2� tV9B8B00 10119y2017 lomeml7 1111222017 Approved A( > O FLMV 4M Produces FLMOTmM Pnmkub fll21a74M Product QUIMAnwa AnLobe. Approval for Use joestal Diem" Apartment for Use Aporand ftr Use1 DWM audw AsommodlprLin Admitted for Ulm fact. Swiss A the Atoialfor line bkftd anim Q HOORProduct 2 Model. NwWw or Nam Mi 16 pwuot powedon central 101p. hies connedar pia 07/01200 hi WAM Y" CuMWHVHZ Yea Reektm WA P VIan WA 5OOR 3 MT1a1S 18 As, high sangb huN connxar plot (fool 1123 In trvmz ouwa Yes Yea Ra2kWM WA Press" WA DOOR 4 MT20 Product MWglon 20 go. tru" connector plots 01/012023 lisy51lFC Yes ! YN N/A Plenwo NIA an M°dwt Model Number or Memo 5 MT20H8 Product Dnorbgon cmum ffalikellas Deb 20 ga. high strorgm adds connector plate 01/012023 kil942 outsidekSttli Yea Yea ) WA PIYMW WA � ^ L.L alarohlatlatli C U 2:% O L Flarlda Department of Business & Professional Regulat on pros 1 of 1 Building Codes and Standards srara,2o Florida Department of Business & Professional Regulation Building Codes and Standards Paget ors nazo2o Florida Department of Business & Professional Regulation Building Codes and Standards P.g.1.12 202g30 Florida Department of Business & PmkmskmW Regulation Building Codes and Standards Poo l 1152018 Product Approval Application Detail r V / Product Approval Application detail Product Approval Application Detail Product Approval Application DeWi c Tvo6 VBl.lon Manufacturor Revision 2017 Carpnter Co. Entity or Enainaer&License Validated av Trary Lace MiamfDede BCCO-CER Miami -Dade BCCO-VAC We Data Qeta pending Validated Sutrm kted FBC Ae°roval 10/30f2018 i0/252p17 Data Roorovad 11/012018 Status Approvetl M� W wFt8d69+R'I'2 kjitlDpia �y%' �' FLRiFR TErga YeMon Editarlel 2017 Change Manufacturer Weyerhaeuser Category. Structural Components Subcategory: Engineered Lumber C°mu t Eval:uationMethod: Evaluation Report from a Frotltrci Evaluation Entity Entity, r RoCartel Etwinaer&License Yelldatso B+ Rob Baldwin ICC'Evaluakan Service, LLC Ian Lehrer, P.E. (253) 924S47B (608) 83&3288 Rribert.8eldwin®weyane auser.com Bsls J VaOdatetl Submitted 04/012019 03/222019 Bata PnAlno FHC.Aboravai Bs'da oval OW812019 Statu¢. Approved 3L� lye Y� Revlon 2017 mmdooarer cmmedw cnaW PMAWAba CaegorY: Shradural Components sew Tecrpry: Prdudslm"luad NaRmuld Cw4am 0h9r ttsrpe tMe1Md:Ewctora Lken rams red Archie pin bra Llcene" Fbda 1 Erwiling Licew VeMatd Be Robert G� THUYH.HUYNH John Noy (813)669.3707 PE•80122 (962) 688LSii Pmm4+trQ1'Nwo ram i 101144017 10J132017 I 102P2017 12M22017 D� Approved Category Structural Components Sub n.a Insulation Form Systems Compliance Nethad: Cenlncatlon Mark or Listing ' ,, ,i�$Zf;LQ,Ji51Ga,.. " ,:; • ` Se.# Product Model Number -Name i EPS Insulatin (863)687-9494 (786)315-2590 ncy.l�e@carpaMer.com car cy. peMer.com ,e., .,: 'i ',' ','; -." r Approved Product Description Contrraact Exo�iration Date n HVHZ U� Outs de HVHZporovad fat Irl Casa. Re lsfaM Pressure E an Block ExpandedPolystyrene Bloc ype 04111/2022 Yes Yes NIA WA W Q Z .--� n D Aga In HVHZ Usa Approved or Use tmpatl si u Qr a t Expiration Seo6 Product Number al Name Product Description Contract 6mir'ati,m Dais In HVHZ outside HVHZ Resistant Pressure ' 1 High Strength Concrete Lintels 4, 8, @, and 12 1nn Wide lintels 05212022 Yes'-- Yas N!A WA L Ifratlucts ` ProaeNbnal Engineer Bead 1 2 3 4 5 Product Model. Number a Name Mnrocam. LVL Parallel PSI. Tlmber5tmnd LSL TJ Rim Board Weyerhaeuser Rim Board .Quality Assurance Product Description Codract Elmirdln Data Laminated Veneer Lumber 031312021 Parallel Strand . Lumbar DWU2021 Laminated Strand somber 03131=1 SWclural Composite Lumber or panted Strand 03/Si2021 board Rim Board Oriented Strand Board Rim Board 0WI2021 Ayprovedfor Usa In WHZ No No No No No Approved for Use Outside HW Yes Yes Yes Yes Yea bead Resistant NfA WA N/A WA NM Design WA WA WA NIA WA FL#lYY44tS Pinnacles HOO[ 1 Quality Pmwo or Commercial Concrete Product OWWWA� PMCNI No PMNMB dcadet Ll"a 06262024 Agerrostand far Use I1nf11aY. No Antonini for Umfly l Yes WA Risim $a!M■ N/A Search Crhert Code Version: 2017 Application Type: ALL Category: ALL AppllcatWn status: ALL Quality Assurance Entity Contract Skil l ALL Product Description: ALL FL 9: 14281 Product Manufacturer: ALL Subcategory: ALL Compliance Method: ALL Product Model, Number or Name: ALL Approved for use in HVHZ: ALL z Q J a, Iv �T NO. Approved for use outside HVHZ: ALL Impact Reaielan, ALL Dealgn Pr ALL Date From: ALL Oat. To; ALL P 1.2 EN K