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HomeMy WebLinkAbout39673 Harvest Creek Ln3 m N 0 O J M to 1 0 M r C ;o s N 0 J 00 to 0 lx a -o / 0 3 r— a a N 0 E E 0 C J / In O a y a / a U a LZ c c 0. o: i c c a c C a c c 4 M 4 z c U. AL I., WORK SHALL COMPLY WITH PREVAILING g 9Ft 0,RIr,)A RU'10ING CODE, AND" °rl'- REVIENN D%TF.-�. IIli� W'v CITY OF s' EPI�YRMU PLAN EXAVVIINER__� ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A. H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bdold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BILK Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or int. Interior STO Storage COMM or Comm. Community KIWALL or KlWall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TS Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL orV.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elea Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME —WALK REVISIONS 12-27-17 3.0 2017 FBC UPDATES 05-20-19 3.1 ELEV. Al -REVISED BANDS BACK TO ORIGINAL DESIGN 08-27-19 3.2 ENG. REVIEW FOR 150—C MPH 09-20-19 3.3 ADD 8'-8" ELEV. FOR TREVESTA 05-14-20 3.4 ELEV. B REV. ENTRY PER M.K. IN1101 In ININI IMININININ101 L F F+4 rd JX r4l.. 1551 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. O W N ` � �! qF-*,* 4 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. Q EEp U co �0�pp N ik 0 0 N�+ ti � LL ® S �; 3T y .Vi 'O J W ill r, M M LL J d LL Z 13j Qj J LL LL U rn W ' rn d - � 0X 'N N a 2 C rn m m a 2 a IMLW 00 No X0�n 0LLZ LO ch Z U 0 Z) Z ❑❑❑ W N M a g zMN v z o � J CU z v-, w OW o N � U L LJ J r _ t st C) o H ¢ N I� r� o J w CD Mz J55¢ O Z Z E W LL Q a S2 0 E U o Z® oa — a� U O 0 E N `o Como MQ ww W C: Y0, U Nm Z U) <w (n N � r o� Z Z5o son_ Q � LL a N � w 'o CD oa a o� d- z ¢ U 0 >M L m C 0 r M J /�•\ O S.i O o Lo .,� = CV r LC) 00 T Li') r T— cfl T_ r ai E cCVZ M o ro Z E E 0 m a • • _J -a CU Q o C:E c � JOB NO: 20-6583 SCALE : AS NOTED SHEET NO. C S ro 3 v m r.n aD N 0 J M LO cn I N m z tr -o x 0 J co LO O it Q 0 0 a 0 54'-0" TYP @ 1 STORY A H.B. S3 I �' W 2868 1 286i ��\ aI- ----------- j _j z 0„ L I I K I I I u51M S4 I I I b 16-88' I I I I TYP I @ GARAGE 5'-0"l O T. D SOP . W 11 OPENING III DRYER D YEN VENT FAMILY RM i N2 CAR GARAGE VAULT CLG. 1I N - 8'-0" CLG.CARPET I IO O I I 1p M N N @36A.F.F. I I oQ 15 a .0 (.0REF I IL uj 00C?1-------- II LU EDGE OF SLAB 2" > = `� BEYOND WALL I IO 2'.2" 216 - i -- oM1 9" - - -t 20'7I I I N I ! 1 I I I I I I 24"x24" CMU BASE COLUMN w/ (4) #5 I ! I K -� 1 M.... S3 t\ I I I I VERTICALS � 9 6 CLG 2:12SLOPE 4'-0" CEILING 1 I Eo i� 2'-6" I 1 I I I /x ¢ ENTRY GROUT SOLID (SEE ELEV. FOR 44 P.T. #2 SYP POST SIT DIRECTLY IN O i in i z CENTER W/a G BUILDER TO PROVIDE CC I I SL,3 1 1 8'-0" CLG. 2IMYP.) ABU44 PATIO I II I I� D.W. I N APPLIANCE S3 L-----_----- PROTECTION WHEN - G.T. - _ _ _ _ _" 1 -_ CAFE i � II I C-J � ._._.� REQUIRED PER 0 0 o - o E Ui O VAULT. CLG I ----- N w C° � IUD17'-18" CARPET I 1 8'-3" K S3 I I I -104" 6 -8„ T-1 " 3068 11,_Of6 iv I `'? (3) 2x4 #2 SPF FOYER ! O I I w/ DTT2Z-TILE I I � S3 I 9'-6" CLG, I I I I � I I 6'-38,. 0 4, 0 H_ _ AT 7'_4'_ 1! j I _� R&S SIN -----------� - Z .: R&S R&S --------- T-WZL�, TYP @ 1 STORY 00 W I.C.I 1 N z 166 R&S N A S3 (3) 2x4 #2 SPF I DTT2Z co N AHU 8'-0" CLG. 1 4068 B.F. ! 4068 B.F. F-I TYP @ 1 STORY '_;� w/ ��` CARPET I 3 - ti6 8'-2" j 2668 2668 8'_0" 21-4" 4'-2" T-74 8'-�.. A '" S3 OP BEDROOM OWNERS SUITE �-N I 8'-0" CLG. I--- 8'-0" CLG. _ 16" 5-SH o DEEP "' CARPET BEDROOM 2 A :Ico O T CARPET LINEN C Ro o= 8-0CLG. LO N �� I CARPET O I _ 60"x36" a r N s SHOWER N TI E Ls 15'-8" a O 3'-0" 10'-4 3 ' 2 8 8 -51, 2 TITLE � I IBERGLAS URROUN AG PAD i 0 P a o o BERGLASS •r URROUND iv H.B. TYP @ 1 STORY 25-SH A S3 O HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI I l� (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 314" 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 18JX254 S.H. 13 20X38J 18JX37j S.H. 14 20X50J 18JX50 S.H. 15 20X63 18JX624 S.H. 16 20X72 18jX71j S.H. 11-12 271/4X26 26X25 S.H. 11-13 271/4X388 26x37 S.H. 1 H4 27 j X 50 j 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37jX26 36JX251/2 S.H. 23 37 j X 38 j 36 7' X 37 3/4 S.H. 24 37 J X 50 j 36 4 X 50 S.H. 25 37 J X 63 361 X 62 112 S.H. 26 37 a 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 4 X 25 4 S.H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54 X 501 52 1 X 50 S.H. 35 54 X 63 52 J X 62 jZ S.H. 36 54 X 72 52 4 X 71 4 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FLOOR PLAN - ELEV-B1 SCALE: %4"=V-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 518" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" +29.7 / -30.8 © +29.7 / -39.2 +28.3 / -30.8 (E) +28.3 / -36.4 +26.6 / -28.0 OF +26.6 / -32.2 �G SEE SN SHEET �H SEE SN SHEET '140MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND (♦1�1111�1111111� • � . � 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 11131" (TRB) 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC 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 EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) ,��>�tllti`s6titfl,�1� W x ,Q ,c `Ir'ti To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W I- E (o co O 8 N Ro N 8 � N 3t - rn Cn h a u_ J OW.. LL �a1 M W rn uJ u- d LL J O L�o� of W U5 B o a Z Z oo NCS U) N �Z OU ❑I]❑ W M z N M o g z N z a � < J C U) N M �N (z9 C cn w � '1�• U g 0 w S N V) � to � V t- U w ' wig E 8 z L _ � N v o CO QCO ®® N �� C::)w �z M z�o U_ E CL o za Wo >N ZN 0 co _ E o <, z 00 oQ az f- o ¢z Cn _ gL' mo U, _ C J N z >z Zz � F o� z go Q �� a tnw (� Q O E Fr CD _< a F °� >M > 0 LL J 0 ^Q^,, U CD W m V) r11- C) d. TT 0 co LO.� = N T- \ LOT T- T- co �- COrn rn E w CV CY) N o Z z E Q a E U J Q Q J JOB NO: 20-6583 SCALE : AS NOTED SHEET NO. 1 A � 5�-- I 0 M 10 DW KITCHEN ISLAND VARIES w MEDICINE CABINET KITCHEN VARIES, 2" LESS THAN CABINETS BELOW MIRROR /7// ry 0z 02 O CLL M M M M 0 M I I 0 co CO T O M (V HOOD ----------------- 0 RANGE 24" TOWEL BAR ON WALL ABOVE TOILET i TOILET PAPER i HOLDER CV FIN. FLR. KITCHEN BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD z SINGLE TOWEL BAR IN ROD TUB OR SHWR. X TOWEL BAR a ON BATHROOM WALL �- SHWR. o VALVES w o O0 = r `1 SOAP F - to 4Cfl o0 o DISH U LO t in o 11 © _ b- o `fl " C7 co 0 TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY d MIRROR 0 co Ir } 0 0 '� 0 OWNER'S BATHROOM 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 0 FINISHED CABINETS - 0 COUNTER TOP ---- 30"" H BASE 0 00 U 2x >- Ln 00 FRAMING ' I r '— F— C) CD 1 /2" GYP C? BOARD — T FIN. FLR. SHELVING 1'-2" CABINETS - O � T CV N N FIN, FLR., III ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILSI f yoo ppgg jtg �v P� L t�Y °i1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q N (p W Nk o�,�� �w f9 U) r- -o u. LL a �i .+4 Z Qj MM W ' N J LL LL d 0.-of . W 0it ��Tt o O O W +LL-' V7 m Co o� a a 00 N Cl)Lo z 66� N 0 F- J p aa❑ W tiasM N M So g � O � eN� Q V .a-.d BZ � fD o -n- cn ,L, FE oLUo N �v) _ � N � w v w� U O N Qio O ®® N14 FM O W co Z- g y z LL zo � >o 0. rdrd �z ❑a —E O ¢ U o o CN az wo aZ �Z fp lJ� z oY 0 Ua z - t.0 c� wm ¢z �_ aw zz W <0 =K Q Y Y o v co � 0 `i 0 N d' _ M OC L m 2 0 t° M J ^ O o U Co Cn O r ccp r CV r Lr) M � r LO r T rn r M rn N c� o z M E Q �, c c U EL � ¢ p JOB NO: 20-6583 SCALE : AS NOTED SHEET NO. 2 12 :5 4' RIDGE VENT 12 5[::� 12 �5 01 101707101 701- 1EE NrNN� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 2" 1" x 9" SMOOTH TEXTURED HEAD/BAND FRONT ELEVATION - B1. 18' RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS -------- — — _.� — — — — --- T.O.M. ------ HDR HGT. 2'-0" L!- TEXTURED TEXTURED ol IOUS FINISH ON CEMENTITIOUS CE FINISH ON C.M.U. 0 FINISH ON C.M.U. (-fyp) (TYP.) LEFT ELEVATION - 61 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. 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 / SO. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. \G4, 6_ �6 � d LL C9 ° ••° F 1.Yf P 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 Q � EE ccqq V 8 N N 3F V � J LL 1" co: N 4 Z C13 �ti,_ LL _J a LL ej M M W N mu_LL a 0 warn o r M o 0 m O ' N (; m 5@r m M= W 07°rn ¢ a �_ Us 3 Z 0o N Z a❑ Ln N co Q V J O Z ❑❑❑ W Egli Z N M � O Q v J o- u, r WV) M z CD 0 to Lu Q) 0 V) V N Lu oOft L� ZD'9 U W J — — E 8 mr 1r .. = L a � w My O � LL C E ai E o �� Z o Z® W t— X U 00 C o E (V ro ¢ o o 6 O X aZ L R C 0 Y N m m 0 C Q ZA C/3 Cl)d ¢ g Z go W Q �S oa ,�.. ado a w o� �3 O ICD <w=, �0 d02 V 8.< OU3 > (,0 nL1 m � \W / 0 M _fa ^ C:) o U Cfl o r co L O � Ln i1i T n m M o Z z (D ECN E ECc N (D @ a a U � 70 Q p � JOB NO: 20-6583 SCALE : AS NOTED SHEET NO. 3.1 T.O.M. 11-0.1 DR HGT. F.FL. 3 TAB SHINGLES. ROOF — INSTALLED AS PER MANUF. SPECIFICATIONS 18' RIDGE VENT OFFRIDGE VENT_4' O 12 5� F --------------- 12 _____J5 REAR ELEVATION - 61 4' RIDGE VENT SCALE: 1 /4"=V-0" 12 �5 T.O.M. TEXTURED CEMENTITIOUS FIN. ON C.M.U. o (T,P) `— TEXTURED 2'-0" CEMENTITIOUS b0 &> FINISH ON C.M.U. 2" x 4" SMOOTH Zo (TYP.) TEXTURED SILL / BAND F. FL RIGHT ELEVATION - B1_ 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 80. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. i ��\,��t`!!!lU11UNteereJ�r�� SRO bV1t/ Q O. J OFF U F �'1/% ROfESS10\'\P���\ M/I i i l 1111 N�l���,` 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. W QO 00 Co m O d O N N 7k U O N m LL N �w U) a L.LCL LL M M QQj Z W rn J LL LL a a IX of CO m m O m m r°�pjO' ❑ Qa usW Lo N CO Q Ci 0 J z ❑oo W v �M� O O N U) � r a M LL W �N o LL a—+ mrn w ® 'm U 0 NLn t.r.s o m � v7 � c w P J E .., = N < N It W CIDg o Z i U_ IE E ®ij, o0 aN z® p a CO g� 00 O E O ¢ a p p < d Z N L wo 4 �w 0 - 0 OY Nm O, z a❑i aw C/3 a> o z 3Z Q R: wLL a �nw Cj �r MJ O CD w.F �O a �U �i ZIQ o d- ;n Es W \ m M J O ^ Y W 4- ,-- = o CN r LO T M T LO r •L r (y) to rn a)a5 T_ M a N M o z z E O N 42) ca 0 E U J Q r J JOB NO: 20-6583 SCALE : AS NOTED SHEET NO. 3.2 00 1.0 to L0 LO J 00 LO to N 521 CD C N N r a E F—� 0 a N 0 U v i U m 0 i 0 v 0 a� 0 0 C rn 0 0 a 2, 1" I 2" N oo 1" VARIES *NOTE: FOAM TO BE USED ONLY WHEN r- REQUIRED BY COMMUNITY SPECS. IF NOT, 1" 2" OPENING VARIES 2" 2" DETAIL TO BE BUILT W/ STUCCO. EDGE OF OPENING ThN N 0 TIN M 32" 11' 32" 1" 11" 14 1" RADIUS 3 1/2" RADIUS 1/2" 3/4" RADIUS 4 1/2" RADIUS 1" 4" 21, 2 1 1/2" RADIUS 2 1/2" RADIUS CAP RADIUS 1'-54",� VARIES VARIES VARIES VARIES BASE Cl) �t� - TIN rIN LO r CD � CAP N C0 1 1" 1'-0" 1'-4" to iv BASE 4" 1„ 3„ 3-4 4 Mla �Ta 3„ 4 41" 4"� � �00 3" N a a 2„ Md VARIES 12' _1„ _1„ 2 2 1'-0" y rN 19 r 2a' 4" �. • 1 z,, 3„ *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. VARIES OPENING VARIES 2 2 EDGE OF OPENING Z" 8"1 2" �N V-6" ill1'-4" 0 CV 1" (� 1-1/2" THICK Cl) 1-1/2" THICK 21„ 4 3„ 2 / _ � N 10„ �i 10" 6" iv 2„ 2„ <v Co r� � m 2„ 4" 3„ 24, IV ,- 'IN _ Tj(j a" 1" 1 2' 4„ &„ iv c� 60 - -_ `° i '46„ C9 � w 1-1/2" THICK 2'-4" 1, 4�3„ 12" /H 1° Q 7 4 N r, O H 22„ 31" < 52' 1'-5„ 52' 5i„ 4 3 F,'\ �, Q 2 44° VARIES VARIES VARIES VARIES 1 KEYSTONE F11 0 OPTIONAL 4" GARAGE DR. OPENING 4" KEYSTONE F11 00 r` OPTIONAL a„ 3„ �3" 4 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" co d Rg4r„ 2 VARIES 2" 00 fV 1 1 �, 1 „ _ 00 0 �t r NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED T-8„ 4„ T-0„ 4„ 1 U, 1,4„ 101, 1 s, 1 14, 1'-64 i4 = 0 �o (V T (V 1 12" 54" 2'-1" 1 12" 54' 7„ 2 1'-4" • 19 iv iv 1,. r�� GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 4 , O O 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, pmp� v O U N 00 N X0 V 0 N to LL J W I, J d QjMM I LL W N a 10LLu J i Z O Z sa C w O O F- m O W W T B o a LL d N t7 Z < U 0 W v �M� N M 0 0 N Q O Q V) 2f- !n C y GM W Xf o i--+ (S cn Ow o w m 1 E miw UNN O 0 U) Y Q 0 z C co w [h Ch z Z p i a z 6 U Q E O w� >� z© o a E tJ to t— X U CC d G CO (p &a az % o < az w z (6 Cf)Y z U o 0, z Qz to N ¢ O � z z o � Q �� U a mF U�g � >O o CD � w< Z 4 a � C � o T y > cy) ^L � W \ m cc -j N .0 m C `.i O r = o LO N r— Ln co ~ T r- Lo T — r i— M M 0)E � T M o z Z E O y � ca IL E U Q p G JOB NO: 20-6583 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 cc alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET IGFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET 17-171 DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH �'4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN Q EXHAUST FAN/LIGHT COMBINATION 9 ELECTRIC DOOR OPERATOR (OPTIONAL) 5 CHIMES (OPTIONAL) HP PUSH BUTTON SWITCH (OPTIONAL) } D{] 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) Tq TELEVISION (OPTIONAL) T 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT 11] ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL CENTER 10 #14 copper to lights & outlets NEMA 1 200 AMP 10 #12 copper to 20 amp ckts 111- #10-2 copper to WH 10 #10-3 copper to Dryer METER MAIN O2/0 or 4/0 SER Alu 200 amp IT 150 amp POWER CO. INTERSYSTEM BONDING TERMINATION PER 71 NEC 14, 250.94 J 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. VERIFY METER LOCATION WITH BUILDER ELECTRICAL PLAN - ELEV-B1 SCALE: %4"=1'-0" N N 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. W ,a Am,�yP •e, v E C0 O O J co pip N *k N V 9j cm a) N J ® w t` 7 U-) Q1 N *� J W N cnp o M M LLJ a u Q 0j u_ W W Uj �a of Z J = o 7� YYo� m o W cn I m ¢o Ca Z LL LO c) Z N U C J Z OU ❑❑❑ N M O O O z z o — Cl- U) L/ ! N Z "O Ora 4-1 w OW N O C il- w U t.iJ J U c U, IM, N 144 o w M J o a � LJ c6 E zo ,y O Z N z Q N C O Z (O� �- ra x g 00 N B a h a 0 o ° W w rr i Z3 ¢ o m 0 LL c - � U y 0 o Z Q W v) o� z Z 5� sonQ �� a ww OEMUao ¢ = Fto tr �W =3 o w Z v z¢ °3 N >cy) ` W m 0 M J /�^11 0 U C� W m O r N co O � Ln ■_ = N r Ln M T T r L O M rn rn w � (� M o M E a E U ¢ p c JOB NO: 20-6583 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - 131 JRB) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQIN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided . Ventilation Ventilation (See Elev � required needed required soffit by upper needed ventilators Main 22.00000 2.000000 Floor 1999 1919 274 960 69 480 0 606.0 330.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-Bl SCALE: %4"=1'-0" 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 11300 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. w w _ t .• 100 g �E t 0 F L O *� �p•'o'A� 0 46 S ^" tk 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 potions of the drawing pages bearing Engineer's signature and seal. W a Q 'SE3 m N tO o) U a)� C* oo LL N rn ti - > Q j rNi m Jww u- -j p- w w LU LU aaa C' Z m e W O X m O , W o 2 2 OI m 4 M co d N 0 (*) LL d' 0 N �'� p. V N ¢ Z O U U J nEl❑ W N M O O b Q Q � J r I^ M I L c n' 0 VJ o /.1� /1�CC � ` v cs? Lu [U �/^'� rn U ai c } J Eo c§ C) O W Y • r ro z irw c M ti o z ¢ J u_ c OC . ® 55o z a D z zt z� ¢ N z® oa coo U go t B o<o ¢o ?p ¢ �z CV Sao ttw, mo r6 fu Y O z rz Zffm � AV N o OO g Z O QU _N a j a o �LL = o L� >° m �Y z ¢ a� > co n� � m m W cU M J O L' m U 0 T (D = N f LLo h r Lo r r co M a) M u E cY = o z z E O `c a E U 0 Q Q J JOB NO: 20-6583 SCALE : AS NOTED SHEET NO. 5 E 3 TYP @ 1 STORY A U.N.O. S3 2'-6" x 2-6" x 1'-( W/ (3) #5'S E.W. H.B.+ t 3' N I I I 23'-6$'? 1'-1 4' I (2) #5 VERTICAL ■ ; o 1 I BARS +: OPT, D I QPT. V_ f1 f TYP @ 1 STORY I I t-- --- �--;---•------= -rr-n - � 31/2" �- SLOPE7 I i4 U.N.Q. r Lf) A ' O r; 53 I . —}— CJ — —I— CI J I - O co r ■ I INDICATES FILLED CELL w/ 3000 PSI I CHASE TO I ' ' BUILDER TO PROVIDE CONC. GROUT FROM FT. TO BEAM I I ISLAND APPLIANCE PROTECTION J W/ (1) #5 REBAR VERT ABOVE SLAB TYP @ALL PLACES SHOWN KITCHEN ISLAND LOW WALLS K S3 WHEN REQUIRED PER FBC S3 HOOKED FTG. DOWELS 5" EMBED _ - Tc I W/ 25" EXT. ABOVE SLAB "GRADE 40 I I I EDGE OF SLAB 2" BEYOND WALL I o -r 4'-0" STEEL" 25'-6" I 1 1 20'-6' x w STEPS AS (2) #5 VERTICAL N II r = 7a I I I �illo I T-42' T-12" REQUIRED `� I III L- JIII 3 I BARS x F PER FIELD I II r �111x I Y2" 1 I I c o N 3 CONDITIONS PROVIDE 1 RECESS Illz FOR SGD. REFER TO 20 I I IIL L _ K CC CC - O r- ■ , I _JJI"' MASON'S SLOPE FOR 1 r - - �h �'� WIDTH I III III I ' � I D.W. III I : ; //W.H. \ ! S3 S3 I ■ S3 — — G III o LO - -i-- iv o 3 LR 1 /2" SZD -3 1 /2" N 7'-18' 4_g 3-1/2" MIN 3000 PSI CONC. SLAB FOR 2' 6"x2-6"x1'-0"� W/ (3) #5'S E.W. PROVIDE %" x 9" I iv L N — — HERNANDO COUNTY ONLY RECESS FOR FRT. DOOR a. 23 ■ : I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 TOP OF CONC./ PAVER TO BE 4" I MIL VISQUEEN VAPOR BARRIER BELOW FIN. FLR. T-8" 4'- " G I 10 { 01 17'-58' 36-68" so. ' :I : TYP @ 1 2'-6"x2-6"x1'-O" I I STORY U.N.O. o I W/ (3) #5'S E.W. ici Cl)I _ CJ AHU - LO _ - CJ — CJ ■ ( - 10' 108 ` ' I HVAC CHASE 1 I zo BASED ON I LOCATION j � ...' . '. '. C; . T �— - � I 11 ��lj } I - o `'' ter• rn M _ I I 11 r �j j N C, ►} 0'-01, `■ % 17'-2$' 2�_g�L. 2'-8� 2'-11$'II H: CO I L J} } 41 LO ------ —" -- -- ----J H.B+ ( I I I ( I I NPO@ 1 STORY S-8" L S-5g" L 2,_q., 1. 6'-0" �. 6'-0" �. 6'-0" �_ 3'-10" �. 4'-2" 1_ 3,_28 I- 2 -9g.. �. 6'-0" �. 6'-4" FOUNDATION PLAN MONO - ELEV-B1 SCALE: %4"=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w w z —� �-�— CONTROL JOINT DETAIL SCALE: 3/4" = V-0" -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25' CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" u .aa. P 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 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. cc v E / co00 O C U N N# !+ J 0N �Ennr--b -LLa MMQ Q W rn Lu Cau'•a a a 0�zo Z @� y°o ImIL e O' a a W U) '1 L N ZOf 0 y M U N Q W U `n z N I z z o a N M z v1 U 0 �N ' w T FE u - � O W g N Ln vea W J _ s U a ®0 • em o co w zZ co M _. n o ¢ L.L Q E 0 z o sLL > N Zo (4 - o E X U a ¢ o OI— g, az Nwoo Como wz C Y z >z UCU F o i zz go N Q SSS w� a mw o �w aF =3 'o � V ZI¢ a �U >M � L m \ m co M O ^ r 70 cCo No r Lo n r r Cfl � M rn w T T ui E CM o Z Z C: O y ID E ui �6 CL 0 o a m U J Q 0 m J JOB NO: 20-6583 SCALE : AS NOTED SHEET NO. 6 N 0 r� TYP A lCJ � 2CJ CJ5 EJ7 EJ7 EJ7 EJ7 EJ7 SIMPSON HU410 w/ (1$) TITEN 1/4" x 2 3/4" & (10) 1Od NAILS I �2) 2x12 #2 SYP WD. BM. w/ EJ7 LITCH PLATE. BOTT. OF BP Vr FG1 _ - VrGE SIM u I I In W W m m m m Col. m -0 lip > LO V �(CJ1 CJ3V CJ5V I EJ7V (2) X 00 a Q 1>< ¢ a ¢ O a j� rt I � � 1 � � -- ¢ ¢ (2) X I EJ7V EJ7V EJ7V EJ7V EJ7V ° EJ7VA I II O -' EJ7VA ¢ Q o I II EJ7VA EJ7V EJ7... N a O a Cl) a ajjm EJ7 O ¢ EJ7 II I "I I EJ7 I I CJ3 J"CJ5 7 U L�L = i i A(2) /16" OSB 1. @ 6-8" TYP, BM TO CO. CORNER 1 S5 UPLIFT CONNECTION C MARK SIMPSON STRONG TIE Q CONNECTOR CAPACITY FASTENERS SYP SPF A HETA20 1810 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 112" C H2.5A 565 535 10 - 8d D H3 400 1 320 8 - 8d E META20 1450 7 -10d x 1 1/2" F HHETA20 2120 10 - 1 Od x 1 112" G H10A 1040 1015 18 - 10d x 1 1/2" H HTT4 3610 3105 5/8" ANCH. /(18) 10dxl-1/2 J HTT5 4350 3740 5/8" ANCH. / (26)10dxl-1/2" K HD3B * 3130 1 3050 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLT M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLT N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" R MTS12 990 860 14 - 10d x 1 1/2" S MTS16 990 860 14 -10d x 1 1/2" T MTS20 990 860 14 - 10d x 1 1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4"x2-1/4" TITENS OSS-REFERENCE USP MANUFACTURING, INC. CONNECTOR CAPACITY FASTENERS SYP SPF HTA20 1870 1585 10 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" RT7A 585 515 10 - 8d x 1 1/2" RT3 345 305 8 - 8d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 HTT5 5795 5/8" ANCH./(26) 10d x1-1/2 TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS TDX6 5350 --- 2 - 7/8" DIA. BOLTS TDX10 10140 --- 4 - 7/8" DIA. BOLTS JUS26 1000/1080** --- 8 - 10d HUS26 2035/3400 (20)16d x 3-1/2" HUS28 2950/5090 - 30d -16d x 3-1/2" MTW12 1195 1005 14-10d x 1-1/2" MTW16 1195 1005 14-10d x 1-1/2" MTW20 1195 1005 14-10d x 1-1/2" MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HGP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)1Od 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 1-8.8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") FASTEN EACH to) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 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. (A) OR 2 PLY 'ARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: %4"=1'-0" JIV �a � +aa�G��*•aa °s� +. Op To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers s(gnature and seal. H9 � W o m O U � N - Cp n m to Co LL LL M M Q j a a � JLLLL zz o m c CD jr 0 L L— jrIr m NCO m W f°�I Joa Z 00 CV 0 Q' ❑ Cn co CN Q c¢j ,r.... W oU oo❑ z MM� z CV M o g z N z o � N M 0 M LU co 0, 0 Ljj o V) CO tip. ca L'i J N � �I I' y� 0 FFF Y �y U) I� � W MZ¢ o z Lj c6 E wo � z� Q U = ❑a ca _ Q E �o �o ?o o ¢Q N f— ¢o a az r� Vifu <Zz o< U o o� Z Ui Cv wm aw m aMW z ao CL C-) o� a� -- ¢ O z =� Oz z¢ a o� C � o T y co L 4i `J / C6 U C:c M O o U O r � � 0 07 O Lt J T fir- rLO ,— r to r ui E CO CV �' o E O co s d U J q ❑ J JOB NO: 20-6583 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1, Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8, Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11, The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12, Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load i . O Safe vertical load + Safe horizontal load _ I GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS O i•O O O O O 8F8-1B//1T 8F8-OB/1T 8RF6-0B/1T j. g (P O• O O• O , O O O O 8RF14-1B/1T8RF14-0B/1T 8F16-0B/1T 8F16-iB/1T © 0 O OE 8F441B/1T8F401B/1T 8RF40OB/1T 8F321B/1T O ik FORM & GROUT SOLID LI i U r O #5 BAR CONT. 8F12-1 B/1T O O IV)8F20-OB/1 T ® "V" LINTEL DETAIL SCALE = N.T.S. E E "CE 0 0"EMOME 01 I Tt C UCOlUIN/Al IUIV #5RE MIN.(1)REQ'D BAR ATTOP ALTERNATE POWERS F=FILLED WITH GROUT /U=UNFILLED = R RECESSED CLEAR STEEL LINTEL 4 ° QTY. OF #5 O e REBAR @BOTTOM ° OF LINTEL CAVITY = a ` M.U. #5 REBAR AT TOP ° 4 Q c� w a` ° MIN. (1)REQ'D 1-1/2"CLEAR B/1T a ° 6F16— bz o n Z d GROUT D a �O Q 4 QUANTITY OF 4 rn I- ° a C.M.U. NOMINAL. 5 REBAR AT = - to r j Ui - WIDTH #5 REBAR AT < O BOTTOM OF z w a w O TOP ° LINTEL CAVITY w U)Cd o NOMINAL —BOTTOM W o HEIGHT REINFORCING 4 ¢ (i 7-5/8"ACTUAL PROVIDED IN Z �-` a w D D 8" NOMINAL WIDTH LINTEL ¢ i �L� #5 REBAR AT BOTTC AS INDICATED (VARIES) U) CB = a ° , ° 4 MATERIALS cT T precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ _-�16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A61Grade 1. Refer to manufacturers specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. low relaxation. Refer to manufacturer's specifications. 713 /32 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 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 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 applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 4'-0" LL O 5'-10" LL LINTEL PLAN — ELEV—B1 SCALE: %4"=1'-0" f ti )V _ r „ �O ('o 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. fi! a W �e v (ioI'p-p +d U N N ik U8 W 0r» MC) �.5e r- _O LL aJ coLL . M j co az cc; W W'oZ@ j f 2 6 Y m O W 8¢ -1 0 Z X 0 Lo Z� d 0 Cl)Z ILn IL2 °Z ❑❑❑ W 0 0 z z o �C —J d N M Z a c � 0 W LL -1 w m O w o N � m (Q '--- m U m W J m $ �I t U o U) s _to, Q m N 8 44 rD CD J Z M M J y p LL Q E o Z ❑ o Z C S Z ❑ a co o n9 a¢ = 0 oE I— ¢ow <amo 0a° z W Y U do ° Z 'aw in N J rn 10 a o. N Z z a0 U �a2 f- �Ct o a -Z 5� >° V w� Z < 13: O C � i >M ^L1 W � M LPLJ O ^ Y Q) � nCn,, m W Cf) T 04 c CD LO M � r IT Ln T T— CO M M rn T E _ C'M "c o Z Z E O E M a a 0 J Q o � JOB NO: 20-6583 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 31 ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SEX) 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. EDGE OF THE WHERE THE BOTTOM EXPOSED DIN WALL ENCLOSING THESE COMPARTMENTS N IN ANY PART OF A BUILDING N GLAZING GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE, INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD, EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2, DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308,4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR, 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9, SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9,1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 2. 5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1. 2. 6• FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1, THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1, 3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC WIO LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING, 2.3. 2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD P THE GUARDRAIL VERTICALLY DOW WARD AT THE TO OF H U OF 100 PLF APPLIEDN 2. 3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301,2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 �„ GROUT FILLED MASONRY: WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318.11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-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 BUILDING DATA CRITERIA. 4.2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" (FBC-R R301) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. +/ INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG ) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 140 MPH + 29.7 PSF / -39.6 PSF END U.N.O. (END) 4.3.3. ALL CELLS &CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 9x7 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +25.2 PSF / -28.1 PSF 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4• 12 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.APPLICATIONSHALL BE APA RATED STRUCTURAL ALL PLYWOOD USED FOR EXTERIOR S R NOTE: 15132" EXP 1 OR 7116" STRUCTURAL 1 U.N.O. SHEATHING IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES, 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO 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. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4, 9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 NOTE: PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: „ „ 1 ,� 1 „ FASTENING SHOULD BE TYPE W 1Y DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND 1/ SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy =46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS BOLTS: GALVANIZEDASTM A325 MACHINE BOLTS: ASTM A307 MA H STRENGMACHINE EDGES IN VERTICAL APPLICATION SHALL BE 6" O.C. AT EACH SUPPORT, MINIMUM SCREW / ( ) 4.5.2, WRIES SHALLRM TO: Fy $7siWITH G90 NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL GSHEETMETAL COATING ACCORDANCE WO H STM A525 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION, DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148",12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIALL R TO OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FASTENERS FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM 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 AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Flo = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF ATHICKNESS 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/s rinkler systems including all risers and p not installedwithin 1'-0" f the building side wall. spray heads shall o be o h g 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 traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9• mB st be removed be ore exxteriorpsot treatment. along the foundation perimeter 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 mupt be installed after construction Is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12, FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. t"jll 11, ,`4'M��O K /`/ d Y� # 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 Engineers signature and seal. to W Q cep. EEq N cpN -lot WEB 0 Nfa � "M rn9' 0) r * w W to u LL a- g -M LL LL a z o _a- � °o� Wo o W co co 03 d •_ ��O'� p 0 N Z ix O M U OF a N OU ❑0❑ W �✓ M � M � N M 0 O 2 ID z o Q U) E3 L/) M Z M CJ o 4-1 �cn w a U O N u.a sOft w U d w J E 8 a4•... 0 o N co w z co m z o Q �Zo as E >a ® >o ❑a H fd O E 'x� & ao ¢ �0 o� o i a o Qo Z w ,zi, Cf)U y uZ� m� o OIM Z AV ffm QW 58 ? 8 w a mw U ao oa �k �� CDwa z =� �o V P r oU F 0 C� LL L c, m \ m CN Y ir• L n U m ID N U ) � r E CV z ca Z E © w m c a E U _j d p JOB NO: 20-6583 SCALE : AS NOTED SHEET NO, SN I� ROOF DIAPHRAGM NAILING SCHEDULE Rin(;F I INF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + .zo + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6-0" + 6'-0" + 4 + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + ++ ++ ++ ++ + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + ++++ + + + + + + + + + + + ++ ++ + + LIJ `RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 15/32" CDX PLYWOOD OR 7/16" OSB w �;, v•�• u ou nuvu or rniI� ivruw �w u v.�. Lvuw a + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0,280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.811.7 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) x Filler blocking ' 1/8" gap / x / FILL CELL STD. 90' HOOK BOND BEAM w a STD90° CONT. #5 BAOR > I . HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID 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. } Small gap 2" min. 2" 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. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT ) at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" max. - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION topflanguthcuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor cnlr rmn w/ Inarlc N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack 'Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 1/16 code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H /a CORNER OF HOME H C G GARAGE SIDE 0 0 0 5'-01, Q - STUB -OUT FOR 0 o o GAS METER c O F- CV � • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) / Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Provide adequate bearing for each [apped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 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 Web Stiffener Fastener Schedule Joist BearingLocation Series —Depth End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-718" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BC16500s® 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® 11-718" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22)' NAILS 1 5/8" � THRU BOLT SIMPSC w/(22)' NAILS 1 R TRUSS 'OP PLATE ,.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VAIN, EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION beam below Load bearing wall must stack over 4— blocking and wall or beam below,* L Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. kJoist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c, for all joist blocking panel *Non -stacking walls require additional consideration.— 1W__Ate ::., �►,:� 6" A 1/" ROUND HOLE MAY 6„ 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" 8 1 1'-0" 11'-i " I i'-2" 11'-2"l V-3" 1 V-3" 1 V-7" 1 1'-11 " 1 2'-4" 1 2'-9" 1 3'-2" 7y 16" joist 12 1 V-0" I 1'-i" 1'-2" 1'-2'° V-3" 1 1,-9" 2'-4" 2'-11" 3'-7„ 1 4`-2" 1 4'-9„ Span (ft) 16 1'-O" 1' 1" 1'-2" 1'-2" V-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6-4" 20 1'-0" 1'-1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11' -- --... 2'-5°' 3'-7" 4'-9" 5'-10" 7'-2" 8'-4" 9'-6" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL a Backer block (12" wide min.)Inl I ImIT 1— _I �f Nail with 10-10d nails. — Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR °• ° . • ° FOUNDATION INFO a' a ° ° ° STEM FOUNDATION r—GRADE r,r ,,.r \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth .1-JOISTS BUCKETS N.T.S. wt, tnr»� 4 rv� SLEEVE THRU FOOTING MONO FOUNDATION SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. 10A' LOCATION OF SECOND H10A SIMPSON (WHEN w/ (18) 10d REQUIRED) NAILS UPLIFT= 1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION d 4. d ° FINISH GRADE TYP. FND, PENETRATIONS SCALE: N.T.S. 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE ° SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION —\ A a ° PVC OR SCH40 SLEEVE r--PLUMBING LINE Z •'° • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE FF d .a ° A Irl -� 1- A Ti r ° SEE FND. PLN. SIZE & REINF. e • d ,✓-.! 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. W �0pp Q 4 8 N N #C O Q 6 iij N •-� r N LL 0 T 0) w 0 U) I— __0 U- a LL Q .(N7M I W !n a �"-LL a X - z c = m =BCD moo 111 t W rod rn J� ¢a 0 j m N O N M Z U ° z aC70 W N M o o z co z o � — a N M �Ln z � U = 0 f6 w 0 w o r- N f6 '— U Moak w _ g ¢ � o o co w coz M J o Z Z U_ C)- O o �z Q N Z® as FU ¢ ~ t4 o 0¢ �� cWOE 00 N O N �z ¢o 0 wz �w L ,p C o 0, U ti m 0 o �� Z '¢w (!J J I n m ;7 ¢ z z Z Z 3 8� g° az �w U w '0 oz =3 O w ;� � O= CDa V Z¢ 03 E2 >M � nL1 m � \W rICU M (D C) U m U o o L0 .� = N M T r Lin M rn rn E M a o z m z !i E O a E U � Q 0 _J JOB NO: 20-6583 SCALE : AS NOTED SHEET NO. SN 1 X M 4 f 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" Q.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 wl CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (1) ROW 2x BLOCKING @ MID (12)10d NAILS U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT, s V-6"• (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT FOR 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. z �, 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @FIELD O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR FOUNDATION 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS AT ONLY" SIMPSON SP1 w/ 10 10d NAILS ( ) @ 6" MAX FROM END OF 2 x PLATE 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" 6x6W1.4xW1.4 CHAIRS TYP. (TYP.) �' r> - co „ 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 _ ELEV. 0 0 OIL OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ;WWF D ° (2) LAYERS TYPE I OR TYPE II ° ° 4 ° A.F.F, O.C.) 2" WWF OR FIBERMESHX ATTACHMENTS 2r� OR FIBERMESH (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. -I I �I I I=III=I m ° D D I I I I I L= i=_ -_ - D .. - h , _ III �_-I I I I I I I =1 I 1=�- *- ° ° ° a° ° a °a a ° ° ° a ° ° ELEV.-0-31/2 z 31/2"MIN. 31/2"MIN. FOR UNDERLAYMENT REQUIREMENTS SEE R905. ' �I I �I I I -I ' 1= - - ° - - I L I ° ° ° ° ° ° 2x4 CONT. ° LL A.F.F. p b • ° D• D ° PRE ENGINEERED WOOD TRUSS 24 O.C. U.N.O. -I -III III -I -, i 1=1 I 1-I I=1 I=1 I-III=1 I-III-� I -I I r •'=T ° ° ° ° a 4 ° � a ° o � ° ' I � I=1 � I=I � I= I � 1 /2"(min.)- -III-III= 4" ° III I � �= ' 1 /2"(min.)- 4„ 12 @ HURRICANE ANCHOR @ EACH - III=1I I- I I -III I I=III { I I=1 I I (�) I (=III=I I=) I I I i=I I ' � ° ° � I° ° ° ° ° a N ° - - - - ° �• 3 1/2"(min.)- 4" I I -I IIt. III I I- � 31/2"(min.) - 4" =I I I=I I I I 1 I - {TYP.) VARIES TRUSS (SEE UPLIFT scHED.) w/ =1 I h ' �i - I I I I I I 8 - ° GARAGE ° ° DEPTH VARIES -) III T I I -_ 1 I7 -T=III I I=III=III=J I �J=1 I f I' ' 1= ' - I II -I =1 I -I I I III=III=I I -III 111=1 I ' 11= METAL PL. UNDER EA. TRUSS ° ° ° -I I =III=III-III-I I =1Tf I I �I ICI I I=I 11=I I -I I I- MOISTURE BARRIER TYPICAL INTERIOR BEARING (2) #5 CONT. 4„ "' I i'1-4;'-"' 8 {2)#ScoNT. "' "' „ 4 8N. INSULA ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP rB U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALLrc U.N.O. TYPICAL BEARING WALL @STEPrcC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4 -1 0 „= ,- „ 33 SCALE: 3/4 -1 0 33 "'SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. - 5/8" OR 1/2" HIGH ALUMINUM DRIP o �s 0 STRENGTH CEILING EDGE BOARD PER CODE (R ALUMINUM FASCIA 1/2 OR 7/16 OSB MIN. PLYWOOD SHEATHING e GE GYP. TYPE "X" @GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" 0/C ABOVE W/DRYWALL 2x S•P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SCREWS 7" O.C. @ EE SOFFIT SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C INSULATION PER FBC AND ENERGY �o cON��N (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' FOR WALL HGT. NOTE: 7WALL INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION 2x BLOCKING 3rd PTS FOR. SEE SECTION CiS3 FOR @ HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT _ #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR C14 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB MIN. (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR "" " x BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8 x6 J BOLTS BOLT PLATE WASHER TYPICAL PLATE W S �� 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 WALL SEE GG/S3) @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR #, MIN. 2600# ) *SIMPSON SP1 (6)1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR �� BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 w/ (10) 10d NAILS �, 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR 1¢- w END OF 2" x PLATE WWF OR FIBERMESH ARCHITECTURAL TYP. ASSUMED FINISHED •� PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR d U 1x2 PT WD FURRING @ 24" O.C. FINISH ` GRADE #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi [GRADE 60 MIN. Fy= 60ksi] � I I=1 I 1=1 I I � N D D • D . - �. ° • z FINISH GRADE °O 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE MONO OR STEMWALL ° FOOTING MONO SHOWN o z - M - - - a - 1 I F=I I D' _ - 25" MIN. LAP [30" MIN. LAP] I-III=1 I I -I I - ' 1=III-III I I=1 D ' ` III I =III-IT_i=1 U.N.O. FOUNDATION PLAN FOR LOCATIONS) °° FOR CLARITY ° p p o °o I=I _ O° 1I=I I I=1 I I=I 1I=I I =I 6 MIL VAPOR BARRIER - I I R I o. II I I E=i I I=l I= I -_ °° ° 'r I�I=_fI=III=III-, N z I �I I I III=J I -I #5 REINFORCING BAR w R 1 7/8" c I I- I i-III-I I=III I=III I I -I I(=' -III III=T L=III III=I I I 1x4 P.T. BASE NAILER 4"x4" INSPECTION ° I I D 1=III=III=III= NOTE: ° D =III=) I=I I =I I =I II- z =III= I I I ° T �j - - - rr� #5 LAP SPLICE (2)#5CONT. „ ON 3 CHAIRS 31/4" BASEBOARD PORT AT EACH g III=I FOR BEARING WALL I=III= I=III=III= =I - i.l I=III=III-III-I r c , COMP. SOIL. (COMPACTED TO -_ D - I �f I' -I 36" MIN. LAP [36" MIN. LAP] 8" 1'-4" 8" (TYP') FILLED CELL TYPICAL W/ UPLIFT ONLY - -__-_ _ 95% MODIFIED PROCTOR ASTM I �= I =� I= ( I I -I I hI 10" MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER co AT GARAGE CONTRACTOR U) _ _ _ _ _ _ _ _ _ _ _ _ =I I -I I -I I= =I = I= - - =I -III=III-III- -� I -III -I -I I -I I=I I=I -I -I I-III=III=III=I _ _ -_ - I I=III-'' T III=III D1557) I-is7 I r- 4" 1'-4" I I1=1_I 1-1 t - I r-t n #6 REINFORCING BAR #5 STD. 90 HC10K MUNICIPALITY. TO CUT BLOCK OR POUR -III-III-III_- - -III-III=III= I i- #s LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE CONCRETE SLABW/6X6 t1 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF"'� WALL W/ UPLIFT rG W1.4XW1.4 WWF OR _FIBERMESH" - DECO FINISH 4" to 6" BELOW GRADE _ ,_ „ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3�7 SCALE`. N.T.S.N.T.S, S3 SCALE: 3/4 -1 0 33 NI SLAB INFORMATION. SLAB INFORMATION. r,_ �I ° ° D co I 6 x 6 W1.4 x W1.4 SEE PLAN VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 D I -I I 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPORI I D f I = - z I� min. 4 10d NAILS TO TRUSS TOP CHORD FOR TRUSS BARRIER _ -I C I I �,\ -� N a 'v _ - - d- a O° - GRADE AT 24" O.C. MAX. SEE PLAN FORK xx CONNECTION INFO & LAYOUT DESIGN e . ° COMP. SOIL.'- (COMPACTED TO 95 /o - � - - - - - - - - _ _ __ _ _ =tTII I i I -I i I I i I =1- TOP OF BEAM T-1I I= d a-" " I �I f-1I I= I III _ _ - �- -(1) #5 REBAR w/ OPT. SEE ROOF PLAN - - a d d I IIT_I -i M MODIFIED PROCTOR ASTM D1557- _ _ III- I I=SCRE ENCLOSURE =-' '' (2) HTS20 FOR STRUCTURAL _ - --d a `�' - 3" MIN. CLR. -I I_ III EI I I I- I }- I I� I I-1 I - - BEAM SIZE & N ° M , (2) #5 REBAR CONT. 1'4' (1 STORY) 4" i CONNECTION INFO . a _ ON 3" CHAIRS TYP. U.N.O. L4-V-8" (2 STORY) STD. 90 NOOK SEE ( DETAIL) MIN. 2x4P.T. PLATE I I 2x4 S" P.T,FRAMING w/ III- 1=I = - � ' 7/ MIN 7/16"O,S.B.SHEATHING SEEA/S3/J/S6 �' '�'�h"- 8�� TYPICAL WALL SECTION 0 q TYPICAL THICKENED SLAB EDGE L � 7„6° O.S.B. Z .B ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 "EspEq�" w � SCHEDULE OPTION #1 SEE TYP, WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. COLUMN LOCATION > > 6x6 P.T. #2 SYP P.T. 2x � SLAB INFORMATION. HOLD GYP. BD. 2„1/2"F ui FROM SLAB LU ABU66 SLAB STEP & RECESS S.G.D. M 0 0 .1 CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND .: ° : " : INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE WALL AND PAVERS / DRIVEWAY EXPANSION JOINT d". 3 1/2 d . SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILLASONRY w/ 1/4"x3" TAPCONS AT 8" CONCRETE SLAB 14" O.H.D. RECESS 13" O.H.D. RECESS _ ° A' "' GARAGE ATTACHMENTS & 18/D1 O.C.0C PAD FOOTING PAVERS z Tom; - 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 If M EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART SQUARE CMU BLOCK BASE, TO FOUNDATION PAD MAT REINFORCING. ' .. "-'�' '' ' • �.� ° 1 CONT. FOOTING STEEL r ' -III=rII I ` '•; ` ,, ° I I =�_ T °- �_=� PLATE TO CONCRETE (MIN. SHEAR 180#MIN. ON FLOOR PLAN CONT. BEAD SEALANT C SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS Cl) oo Z GRADE ° 4 TENSION 120#) CONCRETE SLAB E FILLED SOLID PLAN FOR a .� : (' 6oI I I ": I ��' 50 6 6 W1.4 W1.4 r, (SEE a =-III=III =III=III-I �- x x N SIZE AND REINFORCEMENT) ° °• �= = _ '•a : ' 1 I -III . -:a. �,' . ;' . -I 1=I I .� I -III - _ '� WWF OR FIBERMESH �, °° ` _ d ' I=- w o= p w w -I I -I =III= w III -III I -III -I I Z �" ,.•: ; , T=1 �i I I • .� :. ' . T-�-ii ^ ;' I I1= 1=�I - Ii=I a a BRICK PAVERS or SLAB PER p o -III=I ! �'a a -_ _-_-- z -- SEE A/S3 OR J/S6 I I I i l II I �- SEE A/S3 OR J/S6 I I r=I I I I I 1113" 0'-0" FIN. FLR.� COMMUNITY SPECS -r - _ = co 6 MIL VAPOR _ = _ - = l = __ - I �T I I I-1 I1=1 I 1=1 I 1=T1 I - w -I =I I-III=III=III I I =III=III-= -I I I=III=III=I I = FOOTING FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. MIN. CLEARANCE BARRIER ; I =III=1I�IfT-1T�= I= I I I-III-III=III=III � I III BEYOND 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) -III I I ( III I I hT I- - -� . , '` "' . ' ..;.: -III- PAD REINFORCEMENT it =III-III=1 i-' ' 3" MIN. CLEARANCE V ' 2 STOR ( ) V-8" 2 STORY) ( ) 4" 4° .•°•y • SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH - .� .. ,•. CONC. PAD INFO. SCHEDULE !litSEE GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. rKN TAPERED COLUMN FRAMING KCD12 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: 314"= V-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. zf ago UA CG a ` fPl1Eli8t � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q 0 U 10 pop N N !, .2N @ ai !n O LL LL J a f - 'Q (a LL LL a s Of 0 zc a Edo O IYm 0,N ¢ a v°)g9jO' Z LL U 0 N m Q OU ❑I71❑ W N �o Z � N z o � J !Z � N M z U' o �N 0 L. a>v) ct�! �zN W J I V O N c U' Y ¢ O N O� IIII� o Q w M Z o ii2 z G �_� coE ca- E >o ia F C o E X U a &� N FL-G �o az �ui C C Z Y U ro 0 0,X z " -"' h m `d 4 W z cn 3 L ca-0 a U z o Q U a <� � ¢ a= ti =3 CD w w� L� >0 cfl d zIG a C 21-1 W i M �/ N L� i 4i 2 m \ co co CM J O /C^11 U T CO �O CS% LO Ch r L0 r T 0.) 0-) M c w (y) � CV o z z Eco to t a U ° Q p JOB NO: 20-6583 SCALE : AS NOTED SHEET NO. S3 (MONO) S m LO Li, v 0 J 00 up ('moo (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 POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ no EVENLY WALL IS 1 1/2" MAXIMUMHEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALRIOR❑ ❑ FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T,S. S4 12 SEE TYPICAL WALL SECTION (1YP) 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 FP_ POINT EVERY OTHER ++ STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD • 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC, FILLED CELL W/ STD. 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 GENERALNOTES SLOPE FORWARD FOR DRAINAGE �--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. -SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. FF TO DRAIN CL LW I DOOR OPENING1-1 mi DOOR OPENING F111 ❑ EXTERIOR � ❑ WALL CLEAN -OUT rA WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ ❑ 1ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT KD S4 SCALE: N.T.S. SLI KNOCK -OUT BLOCK NOTCH LINTEL WHERE REQUIRED ] W/ (1) #5 FOR CONCRETE PLACEMENT 1 4 a a a 4 a a a as 4 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 NOTES: 0 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. 0 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 0-1 LLI \NMEN > FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR-- GARAGE DOOR ROLLER CONNECTION ASSEMBLY .." GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 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 VERTICAL JAM 5/8"DIA, x 8" J-BOLTS AT 6-3/4", 41-314", 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. a WALL a DOOR STOP 7,/ MOLDING 2 x 6 P.T. GARAGE DOOR J-BOLT TRACK BRACKET DOOR TRACK W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 T -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" OIC FOR 2"x10" OR GREATER HEADER \--(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 Op OR SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SL� SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL 12 (TYP.) SEE ELEV. C� SIMFpSON SP2 w/ (12)10d NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES@ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" 71/1 NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT71, IN KO BLOCK AT EA. STUDI N SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLER W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL--- W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED -10d @ 8" O/C ATTACH ALL J �J EXTERIOR STUDS W/ IA) 16d TOENAILS TO TbP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'4' LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C P.T. ATE SIMPSON SP4 a TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END LOUU �Z d 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. 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 o • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z wl (8)1/4" x 1 112" 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 w/ (14)1/4" x 21/2" SDS (4065# SPF) __-- • HDU8-SDS2.5 wl (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 N SCALE: NTS S4 SIMPSON SP4 SP2 SIMPSON SP4 2X TOP PLATE OVERLAPPING - TRANSOM FRAMING \-NAILED INTO TRANSOM FRAMING 10d NAILS @ 6" STAGGERED SEE SECTION AA/S1 AND BB/S1 FOR �o ADDITIONAL DETAILS SIMPSON SP1 RECESS SIMPSON SP4 SIMPSON SP4 -BOLTS @ 24" O.C. MAX LINTEL _y 2X P.T. PLATE SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON — SPi SIMPSON SP4 a I I A 2X8 P.T. BOTTOM P ATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 ROOF TRUSS ABOVE 1- 2X BLOCKING -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) FILLED 5/8"X10" J-BOLTS @ 2'-0' O.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" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD � B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SIMPSON SP8 FOR 2X8 WALL) SHEATHING SP4 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 a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 1�_ rPLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY �R� SCALE: N.T.S. ti't %J€fir lllnll1?tjjj !; ,• e .. e z , �? A] •,.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. W _\ 8N (O a"Q N it 0 N � LL 10 tli r NLu � U) V o dj - M W LL rn aaCr .M1 jLLLL mcat) 0Wzo m9co m m C) W0n24j6' C14co ¢ g a •Z Co N C) W_ 0 as N co V 0 WO Q J CU ❑❑❑ a) U MM� N M o� = o � J n- N N M `o 4-+ v, Wv) O ul o 'L, N wis v Lu E S L 0 v o Quo ®p N O �� w o z zi J L.1_ Q E Q o O Bu z Q N © z0o ca ~ m� w O E N o< dz < f o aZ h L ¢z -w m CO C z oY o OCn i a { g w� OU aw m c� 5 LL AIj =� o w¢ M a O v �¢ °3 0 > M L ^ 6 a; .� N co T M � O n U m U r ..� w o d' r- � co o .� = Q T" LO I M T n LO T .T M co � r .. M w 3 N M �; o Z z C E Q E 2 m _ m IL U °� 4 p JOB NO : 20-6583 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1/4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 1 TOENAIL W/ (2)16d NAILS SIMPSON H1 OA w/ (18) () Od x NAILING SCHEDULE FOR �� �� 10d x 1 12" AT EA. �� SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES OUTLOOKER 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H1OA wl (18) OUTLOOKER SPA FOR 2x6 WALL USE 10d x 1 12" AT EA @ 24" O.C.L. NAILING SCHEDULE FOR OU I LOOKER @ 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR : x X-r FIRST FOUR ROWS OF 45° ± 24 MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1 Old 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATH►NG TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB @ 8'-0" O/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 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 10dX3" 3" O/C (4) ROWS OF TRUSSES FROM EA, END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7116" AX THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS 7 OSB SHEATHING ATTACHED "T" -11 INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS EDGES AND 12" O.C. FIELD 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 1Odx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH 1" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 1Old NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ T-O" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 2 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. 55 SCALE: N.T.S. S5 TITEN ON OUTSIDE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORQ 4" MAX. O.C. (OPTIONAL - SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4"CROSS BRACE 24 MAX OING FROM RIDGE FASTENED AT APPROX. 8" FROM SDEATHEGES TYP. EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 1 Od NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED W/ 2 16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 PANEL BLOCKING @ 48" 2x BLOCKING ( ) O.C. FOR THE FIRST (4) BLOCKING, FASTEN WITH ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL 1Odx3" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" BOTTOM ATTACHED wl (2) 1Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SIMPSON SP2 w/ 12 1 16d TOENAILS SIDS SCREWS TO PLATES AT 36 O.C. ( ) Od 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD BACKNAIL W/ (2)16d NAILS SIMPSON H1OA w/ (18)1Od x 1 12" AT EA. REFER TO DETAIL J N N OUTLOOKER ON SHEET S5 FOR _ SEE STRUCTURAL X-BRACING, AND TOP • NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR 00 INFORMATION °° SHEATHING DETAIL 1 1 1/ 2"x4" CROSS BRACE �H WOOD TRUSSES APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 1 2 1 1 2 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA, TRUSS JOINT @ 48" O/C FOR THE (2) 16d NAILS (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 2x4 BLOCKING 24OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF @" TRUSSES FROM EA. O/C w/(2)16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & 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 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 CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. �S5 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r-GABLE TRUSS r1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION Ur I nt t_HJ I LAMINA 11UN korHkr- mo onvvvty rum 3-rL T / BLOCKING, FASTEN WITH I--- 2X4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. a� COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING) ) 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. SrJ SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1 Od PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED 6" OVERLAP 3EE PLAN FOR WOOD TRUSSES AT LEAST TWO TRUSS SPACES OCATIONS) 1 Odx3" O/C @ 2"x4" TOENAIL 6" O/C RUNNERS W/ (2) 16d TYPICAL (2)16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN . SEE M/S5 CROSS BRACING DETAIL 1 12 6.9 1 MAX. , SCALE: N.T.S. ALTERNATE NON -DROP GABLE END DETAIL 1 GABLE TRUSS S'IS "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 S5 SCALE: N.T.S. `-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 M SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTAw/(4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER \11-BOND BEAM MASONRY WALL 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/ 1Od NAILS @ 4" 0. TYPICAL GABLE TRUSS WEB 1 SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM 7 - 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 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. LU — — — —Ill 0 o T o 0 d' xd w o m o � 9 O T cc G w d w ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION, SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"4" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS `—STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=r-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK ,• 1 V-0" MAX. 0 a. CORNER JACK Y Q w z I 0 U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS EL LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION k O �� qC 1I11Sk 4 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. W 11- v E co tt00 0 Occ:0 # LL J 6 �;Mm a zm,LLLL Z J r� o1K1O- 9z 0 -j c/ Q a Z M N¢ oo 60 J < Z 000 g W N �o O Q J L 1 N a -10 � 4-1- U a 0 �, o U N 644 4 C w M y ¢ o Z a N E O_ O L O OZ C N Z0 ❑a X0 =0 Q E N ay ¢o 0 �_ aZ L ¢ o u .0 (g C z y p >z ZN in m �Z N C Q� 0 O Q O U az mF ?, ¢g a� ~� o v z< a ° ° 0 N >� L ^1 ca 'W 0 . — T M C:) ^C^1 � � m W a✓ �, �✓ W O T co Q LO cV r LO M � r Ln r r rn z-• ET M w c� o E CU = N u; z z E 1� to a U � 'ap JOB NO: 20-6583 SCALE : AS NOTED SHEET NO. S5 3 v s m c v N 0 0 00 cn I N m N 0 co LO LO 2 a� i Q 0 0 G E E S `v J y LZ 0 0 0 U 'o i Cl- -2 0 v U 0 0 0 0 0 0 O C m 0 5 2 ,m 0 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFERr2X8 UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT P,T. TO PRODUCT TO PRODUCT MAC( PROPER INSTALLATION 8� DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" o.c. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 APPROVAL FOR CON 1 X 4 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W! 8d 4" 1x4 P.T. FURRING 3/16" 0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2 FURRING #5 REBAR ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" FIELD @ O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16"� TAPCONS (TYP,) O.C. INTO STAGGERED @ 16" TAPCON 16" O.C. &TAPCON. ` ' 1x8 P.T. BLOCK@ SPACING „ O.C. 2-ROWS INTO 1 DETAIL FROM EACH END w/M. 2" EDGE DIST. ATTACH 41 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH „ 1-1 /2 DETAIL 1 x8 w/ 2 ROWS 8d NALS �� () 3 DETAIL SOLID FILLBOTH STD. 90^ ` /� D. 90° HOOK (TYP.) @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTH CELLS t t HOOK (TYP.) %* FACE NAILS 10d @ TRUSS VERT. WEB TAPCON @ 16" 1x4 P.T. TAP DOOR JAMB (REFER TO PRODUCT TAL SEAT PLATE UN O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL TE: LAP SHEATHING O EACH END W/ MIN TO PRODUCT 2"LAI DOOR JAMB (REFER EDGE DIS0T. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' ` TTOMOF BAND JOIST TYPICAL TO PRODUCT APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING NOTC F� @FIRST COURSE SIMPSON HGAM10KTA 12" O.C. 4" FROM EACH END w/ 2x8 P,T. ATTACH SECOND PLY w/ ' ±2" w/ (4) 1Ax1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 � ` INTO BAND JOIST & (4) 1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. �_ 1 /4" DETAIL +5A NOTCH WEB AT THE ' FIRST 2 COURSES ` TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �,'�', LED CELL PER FOUNDATION PLAN v 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 � 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"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION ti 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" ' BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' ^ •. -CELL SCRIBE (NOTCH) FACE OF ARCH W/ 3 10d NAILS O OVERHAN •:.•.:.� BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL CONNECT W/ 8d NAILS BRACE/ BLKG. N,T.S. x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR\_2 ARCH FACES W (4) 1Od NAILS THRU OSB INTO 2 x8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'%" WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REGD. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAD. USE (1) SIMPSON 112" HID TITEN (CENTERED) w/ � A,0 �FRygN TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16" O.C. + �FN G% rr 1 -O rr r 5 -O SCALE: N.T.S. SS 12 + N PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. i + + + + + + OlLf INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING AS + .° • ,. WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED REQUIRED „ EMBEDMENT INTO K.) /4 MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS d #5 BAR BLOCK HEADER 2'-0" 8" SOLID BLKG. AT TOP BTWN. ARCH 5 12d NAILS SIMPSON O f + SOFFIT + ; . > : .' e p 1-0 ° p. a a . " CENTERED W/ 2 9 H _ BLKG. & BUCK 2X6 TO 2X4 , ®e ° ' ' ° �" IN TOP b ' , 1 X 4 FURRING 8d NAILS(10) EACH TRUSS .a KNOCKOUT! N / _ III '• .e ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x ° CONT. W/ � CONNECTOR '� ® - - p• MONO FOOTING ' °a .e. • ., s a 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" JACK TRUSS PROVIDED BY SCHED. - LEAVE A CUT OUT IN O.S.B. ON TI MIN. OF START OF TRUSS COMPANY OR 2x4 a CLEAN FILL 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'-0" MAX SEE PLAN BUILT UP PLWD. BUCK - PRECAST LINTEL a� ., "ffTANDARD o SCRIBE (NOTCH) BACKSIDE ( 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION n HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%'WOOD FOROVER HANG FILLED CELL 8d NAILSSTART 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) OF ARC SCREWS @ 16 O.C. MAX. OR IF MASONRY ( ) INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL MAX. RAD. WALL USE (2) 1/4" X 3112" TAPCONS AT 16" .% ,' ' r .• � . . . ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B'B ARCH DETAIL K SECTION @ENTRY L SECTION @ ROOF EXTENSIONrM 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 BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT4 x 1 S2" 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) - NAIL 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" z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6.0 EPDXY MIN. 6" EMBEDMENT &co 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- "U NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ----T LU 1 A REINFORCING AS FOLLOWS: * SEALANT :. o e . - I (- 7I a a � j PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ;';'. "; * PRESS PANEL REINFORCING INTO PLACE. I- I=I „MITI- W - v z #5x6 EMBEDDED INTO * - � 6 MIN. LAP SPLICE W/ u oTII=IIF - - — — SIT - � � G EXISTING FOOTING (2) #5x6 IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCINGPANEL .: -I I -I _ cn � FILLED CELL SMOOTH. DO NO FURROW. ° ° - _ �_ III N „ , DRILL 3/4 x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT _ GRADE o \ SET BAR IN EPDXY FURROW, MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP P g e O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE CN ? , REMAIN FREE OF MORTAR. NOTE: co I . \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. � a TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° b 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ t> (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A S ECT 10 N 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. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. XAi ".0% 1-7 G, ps • 'V( 0. � •� Qom` �, � L. FOES°$kQeo \\ ppt Flil�lllG \0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a EE0 O 'Col op°ppp Uit o pCD NO N rT N LL W �; CP J CO 5 W car a LL J LL LL M QN Z CN) W Lu J u Lu U_ LL a W of C v C) W o @ a W Co O Z ' LL W N O < N Cl) z U O J OU Z ❑❑❑ W o z N M O c, z � N z o � Q a r M z a 0 a LL a-1 (10 V7 w ° U `+ O �� NU) W o �y N U) A all v C LU r. Eo o i •...,. U 8 N s Q N 0CD I� ti CO w M m m q o� z L LL Q E O ( ¢� z® cu V ~ C o EaZ o 1010 N � ao o � ¢� � C < U ym o 01 Z U) J QW n N �w Zo LL d �w az < =3 r O�� UO d ZI¢ U o >co m W 0 N co 1� M O Q EL o C)n�1 o d. r ca o O L{� . _ = N t_ M r n LO T- co rn � r E .c N co ns z E O C ca c IL U Q p JOB NO: 20-6583 SCALE : AS NOTED SHEET NO. SS I;''�. W z 0 v CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB --- 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —/— WOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 1U �I WNK�00 10 �- 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD 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 WOOD 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 Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 2x8 #2 SYP w) O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 44 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING (2) SIMPSON HETA20 w/ (8) 10d ATTACHED PER NAILING TYPICAL BLOCK x 1 1/2" NAILS EACH - OR (2) SCHEDULE WALL SIMPSON MSTAM36 w/ (7) 10d 2x SPF #2 S GIP > & (4) 1/4"x2 1/4" TITENS EACH AT 16" O.C. (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 it it 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS FPLATEFOP INFORMATION. BOTTOM CHORD VARIES SEE PLAN FOR WALL LOCATION -- MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL SEE PLAN FOR PLATE BELOW TOP OF WALL o 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 K8 SCALE:NTS SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PAN FOR COLUMN SIZI & ADDITIONAL INFi IEAMWWTI, BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS >IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE ',OOF PLAN FOR MOI VFO L.SEE PLAN L. FOR CANT. WILUMN _ —7/16" OSB FLITCH PATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR7 SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULE/PON LAN ANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT A SEE ROOF PAN 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) A F A SEE PLAN FOR SEE PAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM - FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22N� SCALE:NTS SCALE: 3/4"=V-0" ju• SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TRU 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. BM. SPLICE OVER CENTER OF POST SEE PLAN FOR VALLEY TRUSS INFO. `—• MASONRY WALL BELOW: SIMPSON a•. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL e 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN oa. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE:NTS BUILDER FRAME RADIUS AS REQUIRED KNEEWALL aC) ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 1Qd NAILS — • OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 0 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 1 Od NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/--/ Z- (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS & SECTIONS SE F ' 0 W �CIL • s z FL0 �/z ROFESS\�ta `\\ 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, 0pp Q � U N N 4k q d A5 w cq��° a 4 '; ' � I U.,JU_LL aaod Z mg0" 0W r moo- it 0 W o al 0 r co N o x Q Ln 3LO M z LL O g Z U ❑�❑ -. V M r�- z_ z o� z o Q J U) v1 z (D u, W 0Q>v) �„ g �_ w �N ws v 6 all w 00 ®o o � ' w M M o� z 04 c6 E O zo � os wzca zo z< z® oa E K o 00 0 — E 0 Na) a o ¢o o� az It r0 12 o 0 C/D C Q% ❑ ym Z F Q W Cn 3 Q 0 5Z N W W 3 o aW w;s >° °a a °3 c 0 _ In > L. 1 ns j CU M � O ^�^11 0 U (0 o T (oma O7 LLO ._ = N T T Ln r r (0 M 0)M T ai w M � C11 iri o Z c z E O cn ro a E U ¢ 0 _j JOB NO: 20-6583 SCALE : AS NOTED SHEET NO. D1 J M L0 0 m u7 Ln N 0 00 LO MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4 SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK e -) SEALANT JOINT 5) SEALANT FROM h INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ----_-_ATTACHED PER D 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME TO WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER ^' ^ ` WEATHER ✓E BARRIER & lARILY SECURE WEATHER RESISTIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure) resistive 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 16/ 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 JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as ## in each detail that corresponds to the numbered items in the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SELF -ADHERED FLASHING NAILING FLANGE I LJ1VI lIIVV 1 L!'�VI IIIVV SELF -ADHERED FLASHING DECK JOIST 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 4 v WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V 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 -� V 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING ' EXTERIOR DOOR WITH DECK E AM SELF-ADHER 1'4" PER PLAN 1'-0" PER PLAN SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHI EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD FLASHING, SEE FLASHING SELF -ADHERED FLASHING- � r FLANGED WINDOW yL (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD :LF-ADHERED FLASHING ,TCH HERED FLASHING 1 2 4 5 SELF -ADHERED FLASHING INSIDE CORNER 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 NG 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 water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual O 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. Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater ' than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. 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. 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 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard SCORED as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing RELEASE PAPER shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: (BEFORE FOLDING, SCORE 1. Exterior window and door openings. Flashin at exterior window and door openings shall extend to the surface of the exterior wall RELEASE PAPER TO EXPOSE g ADHESIVE AS SHOWN) finish or to the water -resistive barrier complying with Section 703 2 for subsequent drainage Mechanically attached flexible flashings �Ground 7 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB I SF LATH l. WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE _' II PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. CONTINUOUS BACKER ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY A SOFFIT/CANTILEVER shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be 2 sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 5 1.2. In accordance with the flashing design or method of a registered design professional. 4 1.3. In accordance with other approved methods. 6 1 A 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 copings. • 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in clutters. 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, DENSGLASSV \STER STOP A NTINUOUS BACKER ROD EALANT MENTITIOUS FINISH JRAL FRAMING 1RAL SHEATHING SAF E PLANE WRB EAK WRB THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 t 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 Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 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 Caulk 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 bLitt joints need to becaulked using Stampede or sim. caulk for all a /i t o I L� S CcD 0 N 0 N 0 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. 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HD412 fi[7610 ....................... _.............._..6... .. _ HDQ410 FL17232.3 FL17232 3 ..................................................-_.......................-.._....._ FL17232.3 . FL172322 .... _ ....FL1. 32-3..............._ _. . __ ._._FL17232:4 _........._ FL17232.4 FL17232.4_........_..._.......___-............ . _ ....._ ...................-....... _ ....................................I..........- FLi7241.7 ESR-3445 ESR-3445 ..................................I..:., .-...._.... ESR 3445 .. E. R3 .. .,.. _..... ......................_._ESR-3445...... ... ,. ..._..-............................................__.............................._ .........1. ... ................ ...ESR-3445 ESR 3445 ...._ _ ESR.3445 ESR-3444 12/31/2020 12/31/20M ............_ 12/31/2020 _12/3f1202D_ 1213112020 _............ 12131/2020 12/31/2020 12/31/2020 12137/2020 HU212-2 HU216 HU216-3 HU26 HU28-2 HU410 HU412 HU610 HUM410 FL10856.4 FL10856.5 FL10856.1 FL108563' FL10856-4 FL1085&9 FL1085&9 FL10&%.10 FL11468.11 ESR-2549 ESR-2549 ESR-2549 ESR-ZA9 ESR-2549 ESR-2549 ESR-2549 ESR-2549 SIM200804 1213112020_ 12131/2020 12/3112020 .il i b2 b. 12131/2020 _-....... ..... 12/31/2020 12/31/�1 12131/2020 .......... _. .. 12/3if202Q II o untin E klats 10 G .0 ( +9 4112'°x 41(2,* is 2-12" 4A� G k Gross Support (Ma ' k�e t to W) 5 Andwr redule RightStacket(16Gauge) Catego ryiSubcartegosry Manu€acturer Product Description roval` Number(sj Test Pressures Exp. Date 1. EXTERIOR DOORS A, SWINGING ThermaTru Fi er i s c and Smooth -Star O iMPAC rb -C as 1 N FL20461.1 +67.0/•67.0 s€ 12131/2021 ThermaTna Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.01-67.0 sf 12/31/2021 ThermaTru FirberGl sic and Smoo#11-Star(NON-IMPACT) FL20461.9 +67.01-67.0 sf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star NON-IMPAC FL20461.14 +67.0/-67.0 s€ 12/31/2021 HGA10 ....,.... ....:_....I...: HGAM10 FL17699.1 .......: ....:. _.: _........ FL17699A Evaluation Report ...:..._.............. . . . _ ........ ..............:..... _ Evaluation Report 12/3112020: ...., _......... 12/31/202D HGA10KT HGAM10KT FL71470.4 FL11470.4 SIM200803 SJM200803 12/31/2020 12131/2020 ThermaTru Classic -Craft and Benchmark FL1522& 1 +67.0167.0 psf 12/31/2021 ThermaTru Smooath-Star and Benchmark FL15225.5 +67,0/-67.0 psf 12131/2021 HHGP2 ..---......_.........._......._.__...__.... _. _-. - HTA16 FL17236 7 ......_......__.._.............._........._.............. _........ FL17680-4 ESR-3448 __..... _ .....-. - ... ........ ..... _.._._... . _ Evaluation Report 12/3112020 12/31/2020 HCP2 HETA16 FL10447.2 FL11473.5 ESR-2551 SiM200802 12131/202{1 1213112020 Therm�Tna FiberC{assic, Smoothstar, ClassicCratt, Rustic FL7644,1 + 67,0/fi7.0 sf 12/31/2021 _............. HTA20 1$ .-... ........ HTT16 _.....__ FL17680.4 -._.__.. FL17324-2 _.......... .........._.................. Evaluation Report .._ _....... ......__ _. Evaluation Report 12/31/2020 12/31/2020 HETA20 HTT16 FL11473.5 FL11496.1 FAM200802 ES-0130 12131/2020 ......_..... --- 12131/2020 B€tlts 1IrDla. A325 �Galy. gyp) 4 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12131/2020 HTT45 HTWiS FL17324.2 FL17244.8 . _ Evaluation R�� ESR-3455 .............. ......_...........,...., 12/31120� 12131/2&i ............ ....... HTi22 HTS16 FL114 _1 FL10456-22 ES-0130 ESR-26613 12/31/2020 12131/202D ..:..... PGT Series 5570 FL251.10 4114/2021 C. SECTIONAtL Clo ay Bu lding,Products Residential WindCode Doors W5 8XT FL15279.37 +30.4/-32,0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30,0 psf 5/21/20128 Ig ""y"s,, ......_ .:. HTW20 ......... ,. ... HTW24 ... ........ . _..........._,....:. .:... FL17244.8 _ ....... FL17244.8 ..............-..-...........I........._..... .:_ .. .,..:.: ESR-3455 .:.::.:........... ...._ __ _. ._...I......: .: .. ,...... _:... ESR 3455 12/31/2020 ..._.,:::.:... 12/31/202p._ HTS20 HTS24 FL10456.23 FL10456-24 ESR-2513 ESR-2613 12131/2020 1213112020 CI a Buildi Products Residential WindCode Doors W6 SX7 FL15279.85 +38.0/-42.0 sf 5/21/2028 #14�. -I�ri�litV re"s HTW3Ci _...- .. _-_..._.._._...... ....... HTWM16 ..............- FLi72A48 -._-..__..... _._ FL6223.2 _......._, . .._ ...:............... ESR-3455 ...._....___....__.......M_......____._...._........... __ ._.............._......................................._. Evaluation Report 12/3112020 12/31/2020 HTS30 HTSM16 FL10456.26 FL11473.11 ESR-2513 SM200802 12f31/2020 12/31/2020 _............ Clopay Building Products Residential WlndCode Doors W6 (16X7) FL15279.102 37,0/41.0 sf 5121/2028 D. METAL LOUVERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Si le & Pairs of Doors FL11537.1 N/A see inst sht ( ) 12/31/2025 ......_... . _....__.....................,......_...__.._..__..__.._...._....._..._--.. HfWM20 FL6223.2 __.____..._............._....._____..,. __ .._ ...._._.._ .. _ _._.....,..,._...................._..........__. Evaluation R ort 12131/2020 HTSM2D FL11473.11 S)M200802 12131/2020 , �, f UNt tom Edge -� urrlcatl Ship (Typlccxa It 3 in Brit} HUGT2 HUGT3 FLfi223.3 FL6223.3 Evaluation Report Evaluation Report 12/3112020 12/31/2020 HGT2 HGT3 FL10456.18 FL10456A9 ESR-2613 ESR-2613 1213112M i2/37/2020 2- WINDOWS HUS210-2 ............ . . -,......................._....................: HUS212-2 FL17232.6 .:. ........... FL17232.6 ESR-3445 _.................................................. ....._ ........ ,, , ....... ESR-3445 12/31/2M .:,...,....... 12/3112020 HUS210-2 HUS212-2 FL10856-R4 FL10&%-11 ESR-254 ESR-2549 12131/2020 ......... 12131/2020 A, SINGLE HUNG MI Windows and Doors Series 185 FL17499,2 +50.01-55.0 psf 10/8/2023 PGT Series 5500 FL239.7 7/30/2020 ......_. HUS26 HUS28 .................... FL17232.6 FL17232.6 _....._ - ESR 3445 ESR-3445 12/3112D20 12/31/2020 HUS26 HUS28 FL10&%A1 FL10856.11 ESR-2549 ESR-2549 12/31/2020 12/31/2020 g HORIZONTAL SLIDER Mi Windows and Dams Series 788 FL15351, 7 +40.0/-50.0 s€ 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349,7 +40.0l-40.0 psf 413I2023 Washers 5 11- ' (6irb vC g Nth Frain# Cross p (it rut# 1Cr ri} HUS28 2 JL24 .............................�. _ .. ... JL26 ..,.:...... .... ....,.....- JUS290 2 FL17232 6 _........._.. .............. FL17232 7 ..... ,.... ...._..._.... FLi 7232 7 ..... .._ FL1723211 ESR-3445 ESR-3445 -..__._._.._........... ..._ ...... .........___............_._... _. _ , ESR 3445 ,,.. ESR-3445 12131/2020 12/31/2020. 12/31/2020 .........._ 12/3112tk�0 HUS28-2 LU24 LU26 LUS210 2 FL10856.11 FL10655.103 FL10655.104 FL70655.9D7 ESR-2549 ESR-2549 ESR-2549 ESR-25<t9 12131/202D 1213112020 _ 12/3112020 12/3112020 PGT S es 20 eri 55 FL243 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353,2 N/A 12/31/2020 PGT Series 5500 FL261.1 NIA 5/26/2021 E. OTHER Left Bracket(16Gauge) �� �it[a�le�� r�Thru�r��l I� JUS24 ........................ JUS26 FL17232 10 F_L1723211........... - ESR 3445 _ .............................................................I.............-.....- ....... ESR-3445 12/31/2020 _ .._._... 12/3112020 WS24 WS26 FL10655.109 FL10655,111 ESR-2549 ESR-2549 12/3112020 12/31/2020 Back rocs Support Into A/C Unit Rm- om Side __._. JUS26 2 FL1723211 _ ESR-3445 12/3i/202fl ._...._......._ LUS26-2 FL10655.112 ESR-2549 i2/3712020 3. PANEL WALL l f`or i9 rri aln - (T Ggi. 3Ete U t5 Yip _..........................._.._............_.._._..._..... JUS28 _. .................... _,l11S96 ..._ _ ...... ..._-....._.....-..._.........._..................I...._..............._..__ FL1723211 ......................................... ... .._....._._I._ ............................_.. --_.._....__.....I......... ESR-3445 ..........................................._.._....._._..__.-_...._......._.............._....._........_......._..................._...._................._........... 12/31/202D WS28 FL10655A13 ESR-2549 12131/2020 ........................................... �..-.___-__ .__.-- . -- -... ._.. lidi Prod, James Hardie Bu rig _ . __._.- -. _ r.. _ . Gem lank La Sldin and HardlePlank La Sidin p p 9 P 9 --. - - - _--__..-.. _ FL73192,1 FL13192.2 A, S1DiNG NIA 12i31/2020 r 1 l 1 n I FL17232-11 ESR-3445 12131/2D20 LUS46 FL10655.118 ESR-2549 12/31/2020 B. StJFFITS Alside Solid and Urn#ed Softt FL15272.1-FL15272.2 �-70.01-70.0 ps€ 12131/2020 ........ KLEG.... KST260 ... FL17247 75 .... FL17244.15 . _ .. ..... ESR 3444 ... _ . ...... ESR-3455 12/3112D20 12131/202t1 LEGS MST60 FL1D667:71 FL10852-7 ESR-2615 ESR-2105 ..12/311202Q.. '12131/2020 G. OTHER LSTA12 LSTA1.5_...... FL17244.18 FL17244.1$ ESR-3455 ESR-3455............. _................. ....721371202C? 12/3112020 LSTA12 LSTA15 FL10852.4 FL10852A ESR-2105 ESR-2105 .12/31/2020 7213i12020 unlityift f�t1 � 5��# ` I �ee*a w tk Hat'�x'"� _ /ts le-varry Pl 4, ROOFING PRODUCTS LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852-4 ESR-2105 12/31/2020 .......�_-........_.................I A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 .............................................-............................................................._......._.._..................._........._........................................---........._......._....._........__._....._._....._....._._._._......_.._..-............................._..._........_..._..:.........I............................ LSTA24 FL17244.18 ESR-3455 12/31/2020 LSTA24 FL70852.4 ESR-21D5 12131/202Q B, tJNDERLAYMENTS Tamko 151bFeltUrrcierlayment FL12328:6 N/A 10/18/2021 LSTA3fl 4 7$ ESR 3455 1213112fl20 LSTA3D FL10852,4 ESR-21D5 _.'I", ._._..... 12131l2020 C. ROOFING FASTENERS NOT USED LSTA36 ......-. .....:... LTS19 LTS2QB .._.. . __._ .............. LTTi31 ii.i. _I..-. FLi7244 18 FLi72192 ...--.._._ FC172192.__...___._ . _. FL17219.2 ESR 3455 .I.....: -.........- .... .--.. ER0200 _.._._._ ____ _...._............__.... ER 020Q ER-0200 12131/2020 i2/31/2020 12/3112020 12/31/2020 LSTA36 LTT19 LTT20B LTR31 FL10852-5 FL11496:3 FL11496 3 FL11496.3 ESR-2105 ER-130 ER-130 ER-130 12131/2020 12/31/2020 12/31/2020 12/31f2020 D. ROOF VENTILATORS Thompson Arch Metal Comp, Off Ridge Vents FL16918,1-FL16918.4 NIA 919/2026 Florida Department of Business & Professional Regulation Pagel ofz Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12131/2020 Lomanco, ink DA-4 Exahust Vent FL17202.1 N1A 7/10/2021 E, ROOFING TILES Boral Tile Villa 900 FL7849,27 - FL7849.28 N/A 12i31/2020 Buiidtng Codes and Standards M812018 ..........................................__......._.....--..............................._..................................................................._........_.._......._..._..._............__........_.....-._.....-1-........._._-....I...._. LTW12 FL17244.8 _._.. ESR-3455_......._...............-._.._.-_ ""' " "' -12J31l2D20� LTS12 FL10456.29 ESR 2613 12/311�}20 ..._............-11..._............ Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 Product Approval Application Detail _..................................:._.............._........_........................_..........._.._......_..............._._....._..._..............._.........._..._._................................_....................................-.1.....__._...._....._......................_....._........._............._.................................._�......... LUGT2 FL1724D.2 ESR-3447 12/31/2020 LGT2 FL11470.7 SIM2 fl0803 03 2020 MP3 MP34 ....... FL17244.22 .:....._ - :....._ FL17244.23 ......... ESR 3455 ..__..:. ........................................... ESR-3455 12/31/20M i21371202D LS30 A34 FL10446.15 FL10446-3 ESR-2806 ESR-2W6 12/31/2020 1213i12020 F. METAL ROOF Gulf Coast Su l & Manufacturin L PP Y 9, 0.032" Aluminum Gui�ok 16" wide roof anel FL11651.2 R3 N/A 4/12/2024 Code 7VDe Version Revision 2017 Manufacturer coast Su I & ut cturin LLc. Gulf PPY Men a 9: Category' Roofing 3ubCategory: Metal Roofing eo a C Ilance Method. Eva uabon R rt from vino p Florida Registered Architect or a Licensed Florida E tI or Contact Enalneer&License Validated By En David Daniel S. Kuhn Locke Bowden P.E. 9 (352) 49&0778 PE75519 (334) 300-1800 info@guifcoastsuppy.com Dole ate Validated submitted 10/122017 10/10/2017 Data Pending FBCapproval 10/172017 Date ove 12/1212017 status APP roved MP4F.... _. _ MP5 FLf724424 FLi7'244.22 _.. . ,ESR 3455 .,.......:-...-_ ESR 3455 1213i/2020 12/3112020 LTP4 LS50 FL1fl446_f9 FL10446.16 ESR-26Q6 ESR-2606 12/31/2 d 12131/2020 5. SHUTTERS A• STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/3112020 MPH3516 FL17240.3 ESR 3447 12/31/2020, WMI416 FL10667.86 ESR-2615 12131/2020 ..._._I...._..... _ ._.. _-.. _... MSTA12 ........._...I..._..� ...._..__.._.. _.._ ..... FL17244.18 _ ___ _ _ ._._._..........__.............._ __ _._.r__ _ ESR-3455 .. 12/311202D MSTA12 FL10852-8 ESR-2105 - .........................._ 1213112020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 19131/2020 MSTA15 ..........................................................................................._._.............................................._......._........._._..._.................,......_........................................................................_............................................................,...,._.._.............................._........_......... MSTA18 -FL17244.18 RL17244.18 ESR-3455 ESR-M55 12/31/2020 12/31/2020 MSTA15 MSTA18 FL10852-8 FL10852:9 ESR-2105 ESR-2105 12/3112020 ....._-_.:............._.............. 12/3112020 6. STRUCTURAL COMPONENTS N . - 'f6. -rod f1.. -Luis Ps_ -, _. Seo# 1 2 3 4 5 6 7 6 s 10 11 12 13 14 15 16 17 Professional Engineer di -.. .. .... ,,, . : ,,, _ RorAxctModel.NumberorName 0.032&goof, Aluminum SV Crimp ' 0.032&goon, Aluminum Gulf Lok 1&quota 24ga. Gulf Snap 1&quota 24ga. VersaLoc i&quot versaLoc .032&qud; Aluminum 1.5&quot; 24ga. Gulf Snap 1.5&goof 24ga. VersaLoc z&goon, 24ga. MegaLoc 24 Ga. Gulf Lok 24 Ga. Gulf Seem 24 Ga. Gulf Seam 26 Ga. 5V Crimp 2G Oa. SV Crimp 26 Ga. 5V Crimp 26 Ga. Gulf Lok 26 Ga. Gulf Lok 26 Ga. GIIfPBR _ Quality Assurance RotluctDescriptlon corYraatExolratlonDate � 2 02 Mn 15/32 qud, 5 l Crimp Alunnnum Roof Panel porn rz 4 over l5(32&punt; Plywootl MinfPanelqud, Aluminum Gulf Lok 16&goon, Wde O4/122024 Roof Panel over 15/32&qud', Plywood 1&quot; Gulf Snap 24 Ga.17&qud; wide Roof Panel 04/122024 over 15132&quot; Plywood over15f32&quot; Plywood'S&qud; vMde Roof Panel 04/122024 1&quot; VersaLoc min.032&quot;Aluminum over 04/122024 15/32&quot;. Plywood 1.5&quot; Gulf Snap 24ga. 16&quota Wide Roof 041IM024 Panel over 15r32&qud; Plywood 5 not Ve 2 . 16& of wide Roof 04/122024 1. I rf32&q min yw 9u Panel over 15132&qud; Plywood Min zb Ga. z&qud; MegaLoc 16&qud, wide Roof o4nz2oz4 • Panel over 15/32&qud, Plywood Mln 24 Ga. Gulf Lok 1s&quoL wide over t5/3z&goon, 04n22oz4 Plywood......... Min 24 Ge. Gulf Seam 16&qud; Wide Roof Panel 04/122024 over 1x4 Wood Pudins over 15/32&qud; Plywood . Min 24 Ga. Gulf Seam, 1 l ovqud,32&q Lack, 04/122024 18& ud' Wide Roof Pensl over i5f32& not PI pod Yw Min 26 Ga. 5V Crimp Roof Panel aver 1513z&quot; 04/122024 Pood Min 26 Ga.5V Qimp over i5/32&goof; Plywood 04/122024 Min 26 Ge. 5V Crimp Roof Pen el over tx4 Wood 04/122024 Purlins over l5/32&quot; Plywood Min 26 Ga. Gulf Lok 16&quotl Wide Roof Panet over 04/122024 15/32&cunt; Plywood Min 26 quo Gulf Lok 16&goof, Wide Roof Panel over 04/122024 15f32&goof; Plywood Min 26 Ga. Gulf PBR Roof Panel over 15/32&qud; 04/12 O24 Plywood _ " , Approved for Use inHVNz No No Yes Yes Yes Yes Yes No No No No Yes No No Yes No No _ Approved for Ussee outsfaeHVHz Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes ,.., r.. � Impact Reslstam N/A N/ A NIA N1A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A A N/A , . ,.. x: Design Ressur e +N/A/ -108.5PSF +N/A '116.OPSF +N/A/--131.0Ps _ 385PSF +NIA/ -101.0PSF +NIA/ -1%0PSF +N/A/ -123.SPSF N/A -108.5PSF +NIA-9s.7PSF +N/A/-93.SPSF + N/A/ -108.5PSF +N/A/ -156.5PSF +NIW-131.PSF + N/A/ -156.5PSF -161.0PSF N/A/ 63. PS +N/A/ -154.7PSF .......... .. .._.-.- ........................_..... MSTA24 ..... .:..... ........ MSTA36 •��� ���� MSTC40 .......................-.._........,.,._..........-...._........... ........._. MSTC52 ._...._...._......_....._..........__...._....:..................._.................,.........._..�......_..__.___....__._................................_.._.._....___..,..._........................................_.........._....__....__.._...__......................_........___..-.-._._..:... MTW12 MTW16 .-...................................................._... MTW18 ...... . _ ....... FL17244.18 ....:...: FL17244.1$ FL17244.26 ........__..... .......... I............... FL1724426 FL17244.8 .................................................................. FL17244.8 .. _......._... ..... ......... FL17244.$ _. _. _. ..................._ , ......... ................ .. _....... .. ..I.......I.. ESR-3455 ESR-3455 ... .:...............:. ......: :,:: ...... ESR 3455 - .._......_..................................._._.........._ ..._ ....._.._ - ............... ESR-3455 ESR 3455 ........... . ESR.3455 ................. ......... ............ ESR-3455 ................., 12/31/2020 12131/2020 .....:. ,.:.....: 1213'1/2020 ........_-.... 12/31/2020 __,........................._........ 12/3112020 ..__.__..._. 12/3'1I2020 ............. i2/31/2020 MSTA24 S 36 M TA MSTC40 MSTC52 MTS12 MTS16 MTS1$ FL10852.9 FLi52-9 FL10852--11 FL10852.11 FLifl456.33 FL10456.34 FL 10456:35 ESR-2105 ESR-21D5 ESR-2105 ESR-2105 ESR-i93 ESR-2613 ESR-2613 f213112020 ..... 12/31/2020 .......:.I..:....._.... .. 1213112020 .---... _. 12131/2020- ...._...._............-._........._.. 12/31/2020 ____. .. 121371202D ........... i2/31/2020 L. C CTO A. WOOD ONNE RS/ St cal GD USP ructu nn, s e chart e - _.. _ _. ANCHOR S - e Simpson Stro Ti ha see c rt B, TRUSS PLATES .. ITW Building Components . Alpine Tnass Plates - FL1999,1 FL1999.4 NIA 12131/2020 MiTek Industries, Inc. Truss Plates _ FL2197.7 FL2197.5 N/A 1/112023 C. ENGINEERED LUMBER We erhaeuser y Rim Board, LVL, PSL, LSL FL6527.1-FL6527.5 N/A 3/31/2021 D, MATERIAL - Gas$ Crete Corp. High s#rength Gt9nGfete Lin#eIS FL158, 7 NIA 5121I2022 MTW20 ......... MUGT15......... FL17244:8 .. .... .FL'17240.5........................................... ESR 3455' . ESR-3447.................................... 72/311202Q .12/3112020 MTS:20 MGT FL10456'.36 FL11470-9 ESR-2613 SIM2008D3 .12131120.2a,,, 12131/2020 Commercial Concrete Products, Ina High Strength Concrete:Lintels FL1774 NIA 5/25/2024 NFM35X12 - • NFM35X16U - FL578 2 - FL578-3 - -" ' _.. E dustion R ort __._.._..................... ...Evaluation Report -...- -..�......_. 12/3112020 12131/2020 MBHA3.56111,25 MBHA3.56/16 FL13904.6 FL13904-6 ESR-2616 ESR-2616 IM112D2D ....I..._ ........ 12131/2020 PAU44 ..... ..........._........__,_... ........_ ......_I........... ..._.............. PAU66 PHD2A .._...... ... . ............ _ ....._ .... PH1U 1351E ........... ... RFUS ._....... ... .........._...... RS150 ......... .._.. .........................__._. RT15 .1-................................._._......-.-..._.._........................_.............__...._......_._._......................-............._........................_........_................_......................_.._......................... RT16 _......................................_..._...._. ._.. RT1t3A FL17239.13 ............._.__. ....._..........__ ,...._._.._._..._.._......__..._.... ..... FL17239.13 FL17219-3 ..........................._ ._._. .............. FL17241 20 .... .......... __......... .. FL6223.5 ....._... .._ ..._ FL17244-27 - .. ..._...... ........_.... __ _... FL17236-3 FL1723&.2 _ _... ._...................._...._....._. _........__. FL17236-2 ESR-3449 .., ,., ..........__:.........._........_....._ _. _.................._..._.._._.............................._.........................................._. ESR 3449 ER-D200 ...._... .. ............................................ .__... ... ................. .,..,... ESR 3444' ....... ......... .. ... Evaluation R ort eP ...... .........._ .........__..._........................_... ___.. ,..-•.••.. • ESR 3455 ..... ._. ........ ......... ..................--__......... ESR 3448 ..... _.. _.-.._......._..............................._.........,...._.: ESR-3448 .. __........_................._..._........._..... _..._._. -_..........................._..........:.....-... ESR-3448 _12/31/2020 _ _ ...... 12/31f2020. 12/31/2020 ...... .........•.. 12131l2020 12/3if2020 .... .:. 12/31/2020._ 1213112020 12/3112D20 12/31/2D2D HDU2-SDS2.5 GLTV3.516 FGTR CSi6 H1 H10 H10-2 H10A H3 FL10441.4 FL10667.8 FL11473-2 FL10852.1 FL10456:5 FLi0456.6 FL10456-7 FL10456.6 FL1D456-13 ESR-2330 ESR-2615 SIM200802 - ESR 2105 ESR- a13 ESR-2313 ESR-2613 ESR-2613 ESR-2613 12/31/2020 _ _ _ ...: ,_.•.._...._ .................. 12/31/202.. 121311202D .......... .... ..... 12f311202Q 12/31/2D20... ..............._........._. 03112020 ...:..... .......................... 1213i/2Q20 _........._............_.......... 12/3112020 12/31/2Q2Q _. ....... _.._ . ...::.. ,_! The roducts fisted below did not demonstrate oduct a roval at lan review. I understand that at the time of ins ction of these roducts, the followin i p pp p pe p ___.. _... -_.- information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) _ _ _ _ _.-.._._..,,.-.._._.__._ .._..._._ _----_...__-"._---_--.-.-__-_..__ ..._.-__ _.__--___...____-._. _.--_..-__-w.._"�..- . _._,_-.-_._..____ '.__"_.,_.__-_--.-__.._.___..__ _.-_--v__.___._... -__... _-.-..._..__,_ -- � _ ' - � '. ;. r -__ _ - _ _ . _ _ ____. _ _ __ _ _ _ _ _ _ __ _ _ - - _ - _ _. -_._. 4 ___. - _-___. ._ _-_____._ _ _ _____.__- _ _._ __- -_. _ _. _ _.-___ .__". -__._ -_.-_ ----.._.. _- _.. ___...___._ ,_. _. ___. __ __ . -. , i I __. _ -... ' -. _ I ..�. -._ _ .,..� _ .u-...- -... _, _ 1- x�.,_.�_v._. - .-, -.... --.__ -.;... _ ...__,_._1-1 , .... _.-.,....,.._n._ _ -'- �_ ,.._,-.. n. .__. _-2W_,w_ r.. _ ..__,. ._ .._...... _... -.- ': i _ __."_ � __.__. _._ ____.. _..._.__ . _._______ _- _ __-__ " -"- , --' "� "--"'--_. ' _._.." _ -- � "- - _-- - '-I- RT3A ..................._....................................:. .: RT4 FL17236-3 .. ..........:...:._.....-....................... .. -.... 7 FL17236.3 ESR448 .. . .: .. ......... ...- .... _. .....:- .... ...._ ESR 3448 ,.12/31/2020, 12/31/2020 H 4 H5 FL10 .14 456 FL104%15 ESR 261 3 ESR 2613 12131/ 20 .__ 20 12/31/2020 RT5 RT7 3 FL17236.3 FL17236-3 S ESR-3448 ESR-3A48 12131/2020 i213'112020 H25 H2.5A FL10456-11 FL10456.12 ESR-26i13 ESR-2613 031/2020 j i � � . 121312D20 - -_ I t _ _ :. ". APPLICANT SIGNATURE DATE - - RT7A .........""-.......-""_. ..... ..... _....__ lit FL'17236 3 ....... ...... ..__.. .. _ .. ..._.........._......._.._... FL17236 3 _ ESR 3448_ _ _ • _ ,_ ._. _ ESR-3448 • 12/31/2020 .i ij2020 H8 SP1 FL11470.3 FL10456.41 SM200803 ESR-2613 12/31/2020 _..__... .... _.... 12/3112020 SPT22 FL17244,30 ESR-3455 i2/3112020 ..._.:.... SP2 FL10456.42 ESR-2813 1213112020 ......... ......... ....... SPT24 FL17244 31 .... .. ESR 3455 . .... 12/3112020 SP4 FL10456.43 ESR-2613 12f3112020 Florida Department of Business &Professional Regulation Building Codes and Standards Pagez arz 30=11a ...I SPT4 .. ......................... SPT6 SPTB .................. FL17244 32 FL17244 32 FL17244.32 _.. .... _....-. ..... ESR 3455 ESR 3455 ESR 3455 12/31/2020 12/31120M 12/31/2020 SP6 SP8 SPH4 FLID456-44 FL10456.45 FL10456.46 ESR-2613 ESR-2613 ESR-2613 12131/202{e 12131/2020 1213i/2020 Product Approval Application Detail .......... ... .....-_. SPTH4 _....._.................._.....................__.._.....__...._..._............_...._......_...._.._..._.._..._..............._..._..-.____.. ... FL17244 32 ......_.._ ._... .........._............_........................ -. ESR-3455 _..__.........__.._........................_..__....._..............__....._....................__..-...._._-.__,..._._................._..........._....._._........ _....,.. 12131/2020 SPH6 FL10456.47 ESR-2613 .. 12f3112020 ._.._.........._........................ Quality Ass rancor Approved for use Approvedm use impact Deslm Roduct Motion Number or Nacre Rodnct Oeacriptlon cordract Elmietlon Data iD d7Q� �tsL L Resistan[ !' SPTH6 FL17244.32 ESR 3455 12/31/2020 SPH8 FL10456.48 ESR-2613 12/31/2020 SPTH8 FL17244.32 ESR 3455 .... 12/31/2020 U24 FL10655.141 ESR-2549 12/31/2020 18 1s 20 21 22 23 26 Ga. GutIPRR 2s Ga. G tltPeR 26 Go- Gull 26 Ga. Gu1fRb 26Ga.GultRb 26 Ga. GutfRib Min 26 Ga. GulfPBR Roof Pane over 1x4 wood 04/122024 Purtns over 15/32&qud; Plywmtl Min 26 Ga. Gull over 15,32&quota Plywood 04/1220z4 Min 26 Ga. GuIIPBR over 1x4 Wood Purlins over O4/12/M4 15f32&quot; Plywood Min 26 quo Gtitwib over 1x4 Waatl Pudits aver 04/12/L024 15l328trytot; Plywood Mer26Ga.GulfRibover115/32&quoiPlywood OM122024 Min 26 Ga. Gu11Rib over 15/32&quot; Plywood 04/12=4 Yes Yes No No No Yes Yes Yes Yes Yes Yes Yes NIA N/A N/A NIA NIA N/A +NIA/ -151.7PSF +N//V -154.7PBF +NIA/ -i51.7PSF +N/A/ -1642PSF +NA1 -159.2PSF +N/a 2PSF ...........................................I..........._.. .. SUH24 ._..... .. .._........................... FL17232 13 ............ _.................... ........ ESR 3445 12/31/2020 HHUS28 2 FL10655;3 ESR-2549 12/311XZ �^ " �'v"� �' iy - (1� THD28 ,. - TH[328-2 FL17232.16' ........ ...._..:. ......-. FL1723216 ESR 3445 ................... .... ...... ESR3445 - 12131/2020 ..... ....... .a2131/202i7 HHUS410 HGUS5.25112 FL10655.4 FL114�.1 ESR-2549 SM2008Q4 1213112020 ........ 12/31/2t120 THD410 .. _ .. - "' � ""¶ D412 FL17232-16 ..... .................................... _........... _.. FL17232.16 ESR 3445 _ ........12131/2020... ...-. _..........._.._........_...... ..__ .._.. __ ESR 3445 ... 12/3112020 HGUS414 Hl)QS-SDS3 FL11468.10 FL10441.1 SIM200804 ESR-2330 92/31/2020 12/3112020 THD612 ._...... _. _.._._... ......_...._...._.... THDH414 FL17232.16 ._. __._ __......._.._ FL1723217 ESR3445 __--.._ -- _ _.. ._........___. ,_ ..................... ESR 3445 Evaluation R- ort 12/31/2020 12/37/2020 12/31/2020 MSTAM24 M STAM36 M FL11473.19 FL11473. i9 4 1 S�M200802 SM2008D2 S1M200802 12131/2020 12131/2fl2D i213112020 24 25 26 26 Ge. GUItRb 29 Ga. C.lnNRb 29 Ge. GffRb Min 26 Ga. G l wb over ix4 Ward Purnns aver 04/122024 151328quot; Plywood Min 29 Ge. GtA1Rib over ix4 Wocd Purt-ns over 04/122024 15in29 Ga. F' l o t� 29 Ga. GulfRib aver 15/32&.c}nct; Plywood 04/122024 Yes No No Yes Yes Yes N/A NIA NIA N, -1642PSF +N/A/ -123.SPSF +N1Ai -146.OPSF .....................I............ UPHD6 FL17219 5 ...__......,........_.......................... EI3 D2C�3 .. 9213'i12f72D HHETA2Q HETA20 FLI FL114 73-9 SiM200802 12/31/2020 O a- .,. .. .... •................................ - •,..,,.-_._.__..............._................_.._ .. .... ......... LGT3-SDS2.5 FL11470.7 'SM20D803' i2/3i/2D2D.. .-...... .. ........ ..._. ..-......_..........................._.... _.. . _ . ..........................._........I............... - - _... ....... ....... ..... .. .. ... ._. I.,. :, - LV'`UM26-2 FL11473.12 S]M2QDBD2 .... i2/31/2D2D - - - - - - 27 28 29 Ca. QIIIRb 29 Ga. GulflZb Mot 29 Ga. Gull over 110 Wood Purfils over 041122024 7H 6&9 Ga. O.S.B. M'rt 29 Ga. OutiRib over 7/16&quot; O.S.& 04/12f2024 No No Yes Yes NIA N!A +NIA! -101.OPBF +N/AI -116.0PSF � /1 11..L /r `\� - - - - - L� U Code Version: 2017 Application Type: ALL Category: ALL Application status: ALL Quality Assurance Entity Contract Expired: ALL FL #: 11651 Product Manufacturer: ALL Subcategory: ALL Compliance Method: ALL Product Model, Number or Nacre: ALL 0 O 0- Product Description: ALL Approyadfnrusein HVHZ: ALL Approved for use outside HVHZ-• ALL Design Pressure: ALL Impact Resistant: ALL Date From: ALL Date To: ALL L) M M Code Ig Version Revision 2017 Manufacturer Smart Vent Products, Inc. Category: Structural Components subategory: Products Introduced as a Result of New Technology Er1tlN or Contact Engineer & Licensor Validated 8v Michael Graham Hermes F. Norero P.E. Locke Bowden P.E. (877) 441-8368 PE-73778 (334) 300-1800 info@smartventcom Date 1Dote Validated Submitted 08/172016 08/17/2018 Date Pending FBC Approval 08232018 Date AgpjgygQ 10/08/2018 Status Approved I 0- 1 Compliance Method: Evaluation Repod from a .FL#58�2•R7Rotlucts' Sea # 1 2 3 4 5 6 7 Florida Registered Architect or a Licensed Flonda Professional Engineer Product Model. Number or Name SmartVent Model #1540-510 SmartVent Model #1540-511 SmartVent Model#1540-520 SmartVent Model #1540-521 SmartVent Model #1540-524 smartvent Model #1540-570 SmartVent Model #1540-574 Quality Assurance Product Dascrlotlon Contract Explratlon Date Dusl Function Flood and Ventilation Vent 121312020 Dual Function Flood and Ventilation Vent 12/312020 Insulated Flood Vent 12/312020 Insulated Flood Vent 121312020 16&qud; Garage Door Flood Vent 12/312020 Wood Wall Insulated Flood Vent 12/312020 14.5&qud; Garage Dow Flood Vent 12/312020 Approved for Use In HVHZ Yes Yes Yes Yes Yes Yes Yes Approved for Use Outside HVHZ Yes Yes Yes Yes Yes Yes Yes (nquact Resistant NIA NIA NIA NIA NIA N/A NIA .Design Pressure -1001-100 +10W 100 +1001-100 +100%100 N/A +100/-100 N/A O L. � Q Z Z Q J C ��. W SHEET NO. PA 1.0 -r--e N Florida Department of Business & Professional Regulation Peg. l d8 Florida Department of Business & Professional Regulation Fete 36f 8 Building Codes and Standards IWW2019 Building Codes and Standards lmvzls Florida Department of Business & Professional Regulation Peg. I of I Florida Department of Business & Professional Regulation Peg. I or I .f V Product: Approval Application Detail Product Approval Application Detail Building Codes and Standards Product Approval Applcallon Detail +1arJote Building Codes and Standard Product Approval Appliea*m Detail +ro2o1a O L Q = 0 PI.#15yB.a4 code. Entity. or - Q�(g 2gfg Dot. Pendin, Dot- �g �(p. udlElLndina Pitt (3) � O % — IY21 Winston Mwluheturor Conrad Enolntrer&License Validated By validated Submitted FSC Approval Anorovsa Status voe Ion T Vere Manufacturer rise YNItl9ted By Contact Enolnesr.&Lice Yalldatetl u5 b�lttetl FBCAnororal Aoo�ored. Shlys. a � Q- • Revision 2017 Therma-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, RE. 10/162017 0711=017 101182017 12112/2017 Approved Revision 2017 Thermo-Tru Corporation Rlck Wfl hl Lyndon F. Schmidt P,E. Ryan J. Kin P.E. r 121132017 12/13/2017 IV212017 DPJ13/2018 A roved PP � Enft VNMehe ter Ra 2da RAW g'� �L.♦a lal lax! 20 '� -4'�1 Category. Edeflor Doors (419)298.1740 PE-43409 (813)767.6555 Category: Exterior Doors (418)29a-17A0 PE-43408 (873)767•8555 �== = = ShcOYgl y j y�pp apt y y BYptp(� j-�r�p W •} Subcategory: Swinging Exterior Door Assemblies Compliance Method: Evaluation Report from a dckw&nvbldgconsutiahls. rom SubCsteamy! Swinging Exterior Door Assemblies nckar%mbidgconsultanis, Revision 20f7 Thenna-Tru Corporation Rick NhrgM NatkNwtAopebtion8 Ryan J. King, P.E. Mengwmd 122=17 081212017 12=1117 Approved Revision 2017 Theme-Tru Corporation Rld,Wright National Accreditation a Ryan J. King, P.E 12/2012g17 09212017 12=017 Approved v /•� •� compliance Method: E,aIII Report from a corn Cabapry: Exterior Doors (1298.1740 lnstem (Si3)767-6555 Category: Wader Dore (419)298.1740 Management lnalsufe (913)767-SM Florida Registered Architect or a Licensed Florida Professional Englreer Florida Reglderad Architect or a Uce -Florida SubCOOgmy: Swinging Ddarbr Door Assemblies ddwomtwommukesb. mum SuiCelegay: Swinging Exterior DomAsesmbbe Compliance ricimCnabldgwmuftants. cam V Professional Engineer Cawpbnao Moaned: hrxMaatlon.Mark or I" MWbod: CoNcABon Meek or Listing V Q dltyA urenoa. Aporovad for Use Aooroved for Uea Imo_act Oaelan. Ouditr Assurance gaoroved for Use Aenrovetl for Use impact De=xan Quality Assgmp{G Averaged fw,gam Aloaaredmrllr Iltlwast ggHpg pedwved 4a UN Anal fity Use Imsetl gaWpp y� Sea! Product Model. Mum be, or No,, Product0escnotion D tract Exhiratlen Data In HVHZ Outside HVHZ :Resistant Pressure.. Seq# Product Model. Number or Name.. .Product Desariptlon Contract Exoirdlon Dee 1n HVHZ Outside HVNZ.. Resistant. Pr -.. �g,�Product Model. shorinter w MM PmduatDasc6affm cooled amlrsuan ON. hat Pro&id oebLNumt/jirar Wall Eroduct.t>Sa CanftdEgWfAVMDBM 1&t89R 4umaa-1lYtlZ IMaMWm !'�, /O� Y... ^_ � 1 a. Therm a-Tru Fiber -Classic and Srnh-6tar caf Nominal 6&#39;88,quot;N -Impact&quot; Opaque 121312020 Composite Edge Fiberglass Single Door No Yes No N/A 1 a. Therma-Tm Flbar-oaostc and Smooth -Star Nominal 6&*34;0&quol;NoMnrpact&quot, Opaque '121312021 No Yes No NIA 1 s-Squot;Choss"aBbquoq and &quotaenchmarkby 6/8 and 80 Disease and l3hmd FeargWe DmrwMi 12/ =11 No Yee No WA 5 a.&WotSmoo0MSW&quot and&quat,Bendxmadc by Will end 0Opaque and electedFgbq DmrWOn 1201=1 No Yes No WA •O -E.�r� _ �t X configuration) Composite Edge Fiberglass Single I Thwn Tru&quot and without Sbeaes. Imsor" and outlawing The rna-TmBgaok and without SWOON. heading and outlooks %+— O 6 E Therma-Tru Fiber-CMssk and Smooth -Star (InsvinglOutswing, Nominal 8&#39;0.&qmt Non-Impact&peel, Opaque 12/3 V2020 No Yes No NIA pnswlng/Outming; X'conaguration) �n ay O V J .ram O Composite Edge Fiberglass Single Door 6 f. TramieTm Fiber-Ctosstc and Smooth -Star Nominal 8&R39;0 &quotNorFimpad&gaoC. Opaque imir i No Yes No N/A inswing/Omswgrg; X configuration) Camposile Etlge Fiberghas 51III Dom Qnswing/0utswing; X configuraaon) � `� a ��t 1� 9 L Therma-Tm Fher-Classic and Smooth -Star Nominal 6&#3S;e&quotNon-Impad&quot; Glazed 12/3WD20 No Yes No N/ACn Composite Edge Fiberglass Single Door 9. I. Therms-Tru Fiber-Classle and Smooth -Star Nominal 6&#39,8 &quolNon-Impact&quot; Gloated. 12/31/2021 No Yes No N/A (InswlnyJOuiswing' X configuration) Composite Edge Fiberglass Single Dow `y nglOulswlrg, X configuration) - �r \a 14 n. ThermaTrtl Flbar•C4ssic and Smomh-$tar Nominal 88Jp9;0 &qudNon-Impad&quota Glazed 12/312024 No Yes No WA 14 n arms- ru er- s .0 m. a m netqu. o mpac quo :: az o es No Dom, Composite Edge Fiberglass Single Door Composite Edge Fiberglass Single Door )L QnsWiPg/QutsMng; X configuration) (Inswing/OuisWirlg; gorMguraBoh) Florida Department of Business & Professional Regulation Raga2 M 2 Florida Department of Business & Professional Regulation Page I oil Florida Department of Business & Professional Regulation Pew I Oil Florida Department of Business & Professional Regulation Pegs I oft Building Codes and Standards 1202020 Building Codes and Standards tmm+s Building Codes and Standards tfe2uxa Building Codes and Standards lrormis Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail •� .: Quality 8alsalran. AwroxedforUs 6W—dfar Us, Impact Dysialx Send Product Model Number., Name .Pradwt Descrinfl. Cmtrad Embalm, Dal. Irr HVHZ Outslda HVH2 Resistant pressure 1 SERIES 420 ALUMINUMSGD SERIES 420 ALUMINUM SGD OXO 1273112020 No Yes No NIA 2m EIS 2im 211111 Dab pma.,21k VA#d&W By Validated Submitted FaC AoamvtlAopmwdg SIM Ena, ar20 21M Ode PAndim 2 ],Yg voision kynuhcexrar t( -�VmHdobd SjhmWmd trMC-AoDm4W AaOFOvW ANN 9oet Entftv or 2dk 2d& g Mole VeV lion [nNrrerL Liar Validated av Valid Submitted Felt Aonmvid Agwayed 1453/48qu6tx00&quot NON -REINFORCED Review 2017 Clopair Bnadkp Prwkab Company MwkVb$Wkld Intedsk Twd" ServRwe NA, Gary Pkleha i1rAM17 08/10d2017 121115 17 Approved Revision 2017 Clopey Bagdbg Products CMPaiw M KVV"t dbM kdeMk Telling SerAm Wl, GaryPNshlsr 1129=17 OS1102017 12005=17 Approved R"Ww 2017 Pan, kkmws Dean Ruark Mlem4Dade BCCO-CER Mkw&Oede Br:CO-VAL 1220=17 11252017 1225=17 Approved 2 SERIES 420ALUMINLJM SGD'. SERIES 420ALUMINUM SGD OX, XO, XX 127312020 No Yes No N/A Clasper: Exterior Dws. (513)7704M Inc. (613)WO4688 Category: Exabr Dom (013)77UO62 Inc. (513)510-MS Calegery: Exterior Doom (lMi)4Ba-1 (76B)31625M 96&qud;x80&qud;.NON-REINFORCED OACOftw: sectional Exterior Door Assemblies mwesbrkmocbpay-pan Su4Caaepay:$Wiener. Exlerlor Door Assemblies mwomftwodopay.00m $uW@Wgwy: SBding Exterior Door Aeseralan druerkQpg9nluabbs.com 3 SERIES 4200ALUMINUM$Go REINFORCED SERIES 420 ALUMINUM SGO REINFQRCED CXO 12/3112020 No Yes No N/A Ooepbnaea~ Certification Mark or Listing Compliance Mstlwtl: COMoation Mark or Listing compliance MMhod: CedMcution Mark as Usting 145-3/48Aaot;x96&qua; 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGO REINFORCED OX.. 12/3172020 N. Y- Nd N/A P1J152794R6 Pmtluoh RJ,in61-R2a Praducb XO, XX 9S&quoLx96&quota Ausionaved for Aeered for I mII DawnAapreysd for r UAsurdled for Use 5 S 5 RI ES 420 ALUMINU M $Go RE I NF OR CED SERIES 420 ALUMINUM SOD REINFORCED XXX 12/312020 No Yes N. WA au camnffiEaW In HVHZ 2WWdaNVla B pnossues a1 1,HYM g Show ELtlWR Ibo.! In HVHZ allied ! Pr&uum 143&gaot,x96&quot, 37 O37 W6418 PAN-2F181; 84A, 94, 73. 75, 15W. 190, 78, 7814141 BRST, SRSF, ZRST, 48, 42, 66, 488, Steel Pan (min- 25111 Sbple-Car (up to 9'0• wide) 05/212028 WINDCODE&e174; V4Gsm;e Dos "a Yes No +so PSFI-32 PSF 53 053 W&19 PAN•2F76a,13." &t, 73, 75, 1600, 190, 41 4RSF, 6RST, , 48, 42, sit, 488, 428, 658, GDSS, Steel Pm (min. 25 ga.) Doubb-Car (97 b IVW 0&212028 wide) Y"GODESoll W6 Games Dos No Yes No +30 PSF630 PSF 10 6G65570 (Large Mipge Impad) VOiyl SIMOp Obx Door 04114=1 Yes Yn Yes WA 428, 55S, GOSS, GDSSV, Me, GR5SV, AR59, AR59V, GDSSV, GROS, GRSSV, AR521, AR5SV, EIM, ED59V tD5S, ED5SV Florida Department of Buairtess & Professional Regulation Pow 1 ell Flonda Department of Business & Professional Regulation Paget o19 Florida Department of Business & Professional Regulation Pow 1 el t Florida Dgmft ant of Business & Professional Repletion Page I d t Building Cods and Standards s2me Building Codes and Standards V2U2020 Building Codes and Standards Iffimie Building blades and Standards +arzota Product Approval Application Detail Product Approval Application Detail Product Approval Appk&Uon Detail Product Approval Application Detail PLN1537.R7 kL-its educEs - x = FLM527!-Ra FM527MW I s ranee 2gro tie as Amovea Tor use impact eve MEWL Erg& WDate pondirAlist! Sea# Product Model. Number or Name Product Description Contrail Expiration Date In HVHZ Outside HVHZ Restaurant Pressure gall Ent"ar 20 a& ��Da no i� or gate goal ) Rik MUM! 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Codification, Mark or Listing FI1N7517417 Preeluab Aooroved for Approved far Iles Imam DEMO Awaeved for Use Aoerevedfw Uu hisill ggmg nraxte Aeaureme Anoyad for UN Aedrovedferlha wgw Design — aw ProOMMoOLNumberorNL InHVKZ p�hm+t pressure East 1,111 OO"Hvta Badialls Potatoes fi! PnWdModeLNumb, orNerm Product Doacdoom Rum Deb In WAR OuWdeNVHZ Rmhftnk P� 1 80,707,727,747, sod 047$In& and Pals of Dodo Flsh,Gbxed, and Louvered single and pets of 12131=6 Yes Yes Yes WA a5 005 W849 PAN-2F1fi3: 73, 75,84A, IN, 42,46,428,48B, Steel Pon" In. 26 ga.) ShgbCer(up to 97 wide) 05121202a No Yes No +$6 PSFF42 102 102W616 PAN-2F163: 73, 75, 1111 ,42,4Q428.4811 Steel Pon( -In. 25 ge.) Dcublo4sr(07 to 167 052WO28 No Yes No +37 PSI hollow in" door. 411 SRST, GI GRS, ARSS, F.D58 WINDCODE84174; WE Gesso Door PSF 4RST, 8R8T, ODES, GRSS, AR5S, EDSS wide) VVINDCODEaIII Wit Garage Doer PSF a) Florida Department of Business & Professional Regulation Paget df2 Florida Department of Business & Professional Regulation Pager 2 d2 Florida Department of Business & Professional Regulation ppe I of Florida Department of Business & Professional Regulation Page I Pit O Building Codes and Standards IMW2020 Building Codes and Standards 5r27r4m Building Codes slid Standards IfflWIe Building Codes and Standards War= Product Approval Application Detail Product Approval Application Detail Product Approval Appilloatlon Defog Product Approval Application Detail - ' Curse. nE'kTv ter Die b Ode Penland Osle. 929s TYga )(a�0a MIa51sa1aaL9L EMity or 9agtagt Bndnser&.ucensa yyggded By 2& iota DeteAenand YalidMall tyygpyttarl Fsc Agorpval »a ggptgy gtg(ys; c E ,gS gaup ,gam !Z!� ., - ^. , , .. • ,..,:. . .....:.. . .:.. .:.: , , ,...; :, : ,, . ,. , , ^ Quaint Assurance ; : .. ,,, AooravediI Aooroved for Use 1 Deal,wa version Manufacture-d,15Br-tal By Almll. va FeC Addr6+rel $Jg1y5, Vertlan ( P - V lMated Ar Y $1 6 $1afY[ s Product Model. Numperor Noma Product Qascridlan contract eaolydlan Data in HVN2 '.Culsrtle.HVHZ RasisraM R- .. Revisor, 2017 MlWndmw ea Doors Aleftar Brent it Slai ah M PE Amenaenders 41201. 0610USubm19 06m42018 06/04/2A79 610112 1 Ofii0720n9 Approed RBVISIOn 2017 PGT Inaa5ldas Category: Windows. Jana Rosowsln Mlaml-Dope HCCO-CER MIamRDade eCCO -YAL (786)315-2390 022SF2020 012772020 0228r202r) Approved ROWtbn 2017 PGTMduNdm - BCCO-VAL D41)48" Mterxx-OMe BCCO-CER 112gCN17 12(OBr2pi7 t2262017 Approved 0 +.L " 365-5er Association (7M37Uach, Category; Wndorvs (747)365-3300 Manutechxrem Assoeiatim (717)317-8454 d jrda-,RQj:00 SubCatagary Fixed irpsomski�RgtiOdustnes:c (78M31ads Cabgory: VYNltlotvw (941)488-0100 (76�316.25W SuhCalegoryFixed bsitlingeromlwo.com Compliance, Method Certification Mark ar Listing- gin Hung dnMrkk@PBtkidusbbtaan C6mpllame Method: Gcrtiflcation Mark a Listing et Mark or Listing (AuNev Assurance Apaoredfor Usa Aaoved for Use INP.i£t Damon FL#23"Uo Products �. 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Product Description CohtraN Exrnlydlon Dde Ir, HVHZ Outside HVHZ Resistant Pressure. $isi! - gaOmCgia 1B f� 6 PW-5530 (t,drge Misaile tmpadn Vinyl Fixed WiM O4/W2025 Yes Yea 'Vas NIA 1 165 PNV 73x 72Insulated :Glass 041a3/2023 Na Yes No +80E-69 7 SH-SWO (Lerye Maas brpeco Wnyi Single Hung Window 0713012020 YN Yes Yes WA Cn -tf Florida Department of Business & Professional Regulation pane I Oil Florida Department of Business & Professional Regulation Paoli I of Florida Department of Bps & Professional Regulation Pope I or I Florida Department of Business & Professional Regulation Pa a t d t O Building Code and Standards drm+a Building Codes and Standards 12=020' Building Codes and Standards +Mle ap Building Codes and Standards Iimole Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail s35§.Rwedud�a ,:,,: -;r ; - F'La4N.Rf1 tv+aw2-ne .� Irma gad 21K 29LE§adm 21M 22Ift r Oualky Assaanw a tlonrpVewaruse : A lived 9a Use Immcf gSalgll � Entity RW glik Dbpwa..Mara iodil Stft orlok go gdLbom2da Mum Manila, Mnuke, 9209 Eon lwwdd.mt Validated Submkbd FOCAmruAd cams YaMl9II gMll g91UF� Enwe &Lkes Yawl yN� PSCAsaroved Amy imm T..ms YenbB M 1w enainsesi. ihdWWAdBy Ya11�9 sub FMA-rom! A� ANN 2 5764 Vertical Alu.mum Muison 12/312020 No Yes Yes WA Revision 201T Themr7m Cends Doan Cabpery: Extends Dgas Rick Wright Lyadm F. SdmddL P.E. Ryes J. King, P.E. (419)298-t740 �-43409 (at3)767.8665 1QH62017 10n82Q17 10222017 12I122017 Approved Ravtslon 2Q19 POT ter. I Ms Category: tAMlidowa Deal Rmrk MIMM43eds BCQO •CER MtsmFDede BOICO- VAL (961)406-0100 (799)315-2590 12A752019 itl752017 12NW2017 Approved Revblon 2017 James Hadle Sulft ProwW, Inc Cabgory:PNel Waal Pkpsheng Zhu Romld I. Ciliates John Soulha d, P.E.08252017 (809)349-2827 PE-24121 (352)387-2828 0&4=17 002&2017 1(ri0=7 Approved �r v OuMaagwy: Swhghg Exterior Door Assemblies dckw@rwbMgconsuleaMa. SubCobaory: Mugbm drupds@pgthhuddes.com Siding P 3w Evaluation Report from a cam CoegXews Modred: QsnMcetlm Mork or Listing CoxwO a Method; Evaluation Report from a ats.com FomPalorida Reg a Florida "a Registered Architect a a IJeensed Florida O Profeselonel P-np6rNr FLOU14H1 Pmdnmb Professional Engmeor L� F1.117111411IPrnallma goal III" prodm �g� call HVHZ !� �Yess dow !ate fly EmR ProWdYNN.NranlwaNaer taa�(Ad pmduct Ala�.for Lhw Igo A InHwAt Deal MUNom faA1ONn Aluminum MuNone 05MO21 Yes Yes WAS Am ProdaaMNeL Number or Nam G�AYl10lclo Product Aooroved far Use Apseravoclaorthes, Imam 92wo t Preseuro 1 a. aquokFberCWNdBqull; aquok6maolhSMrBqud;, C &quotcbn ratftw;a&quokcianwraft 804139:8&quoklmpedOgNk GtWO Fiberglas 12I31=1 Single Door- I IneNng or dlboaMig Camgusdon No Yes Yes WA 1 Complaint, Lap Ski g Mxer-c"ntmpswhg 12/312020. YN Yaa WA WA CU RU$tic&Wok M�mD.G U O Florida Department of Business & Professional Regulation PW 1 of I Florida DepaMront of Business & Professional Regulation Papa t d, Florida Department of Business & Professional Regulation Paw I d I Florida Department of Business & Professional Retardation Pape I a I Building Codes and Standards 116e01a Building Codes and Standards +fim/e Building Codes and Standards lreeota Building Codes and Standards 115e01e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detag Product Approval Application Detail � IC m K031rLM "31924M FLs152r24t2 gad! PdA&:.a2 aft gals ! 2da s ma anft 0 Rik Bats Dab Palestinegaa gab EVA* cr !tea gat: RdLemas gait gm Was or gars, lad fabPERNM 2MI lYas Version Mmukvw FimbW& immom IN Submitted dal Approved am& Inca Salalsa Manufachm CAMM ErAMM&Lkmm vNwbd8, Wildited Saturn Elg.Aowoial Appr&Cffi two ma VWWM NWnukdum Somm Errdmer&LwNe Validated By voldlisid Saturated FWADWayM Aid Am& MUM YlMIffi Man coned Ened r&Lwmm Ya9deladBy Validated AgkmlMa INAinvand AnnyadfSmM Rtevtslon 2017 James Names Bul tp PioWda, Inc. Pbotheng Zhu Ronald I.Opera John Southard. R.E. OWS12017 DOM017 0=11 t7 10l10120f7 Approved RSVWW 2017 James Hsmle Building Products, Inc, Pbgsbng Zhu Ronald 1. Ogaws John Southard, P.E. 09I262017 OBMM17 051282017 10/102017 Approved Revision 2017 AINde Nick Thanpsm Lyndon F. Sch 11, RE Ryan J. log, P.E. 10NM2017 101MM17 10111/2017 121122017 Approved Review 21117 Alehb NfckThompwn Lyndon F. Itohm tt P.E. Rtun J, King, P.E, 10,10M17 10/032017 10/112017 121122017 Approved W category: Penal Waft (M) 349.2927 PE-24121 (352) 367,2526 cotegrnr: Pared Web (909) 349.2927 P8.24/21 (352) 387-2528 CNgaryr Panel Waft (330) 022-230 PE43409 (813) 767-OW category: panel WYs (330) 922.2389 PE43409. (813) 7876566 C SubCNegay: SMhg pingd* g.ahU&OMSWmr SubCetpay: Siding plv"v2huGAN* br SubCNagay: Sots mxanpson®abMs.mm Subcabpdy:3oflft ntiianpaon®abioe.aom G cumPOanes Medved: Evaluation Report from a die.com Compltenca IleNad: Evaluation Report from a .zero Evaluation Repro from a uaWn Resod home FloridaRog-, - Amhftd a a Lcenmd Flonda Flonda Registered Arditd a ■ Licensed Florins FiorMs Registered Architect or a Ucw*W Florida Florida Ragldenrd Architect a a Licensed Florida Prowel Probui ml Enouw Professional Engineer PmbssbmrJ Engineer E�llsour z F woELl1>fBS.ltle EIS. AaaLMuofor UN Ate. IMRO 20M au&ft AGWAOM Aeeoyedfor use AomevedfaruN knwd 99" Aoawodbrune Amrtwed far Um ImaaFt Maam AmroNdfor III Aeeraredfalbe [Iliaett ! AW ProrYstModejumberalbew, Product DMrhWW IBHYtlL otftw PASIMMI Pftu" Mugs ProductMed&L Numbs Name In Whiz ouwde HVHZ Residw Imo• sw PmdygtMoMLNumhora NNM Product Detestation cleared EOW41don Date In HVHZ Outside an Provides MINA PmdMNM&Numberorftm Pmgt W Comnd Eaobrim Date in Pra I < 2 HambPtsnk Lap Sit" fiber-mment lap sitting 12131=0 Yes Y4s WA WA 2 HertsePimk Lop Sesna aver -co a by amw 120311 YN Yes WA NM 1 a &gaoY2T8,qud; Sock Vent or Sold Virm-% 6 12/311= No Yes No WA 2 b. 8gmr,AMmN T48quot; So01t Vent or Sold! VWPA SoMt QJ312020 No Yes No WA J SHEET N0, PA 1.1 Florida. Department of Business & Professional Regulation P.ge 3 M 3 Building Codes and Standards ll2aQuo Product Approval Application Detail Code Entity ar Data Data Date Pending Darn womm ]yap Version Manufacturer Coal Validated By yalltlated submitted FBC Anpr M Approvedy9(g(yg. Revision 2017 GAF Micheal Sr.h Robed Nieminen John W. Knezevich, PE 12111/2019 12MIM19 12tiwale ding FRC Appr- Category: Rooting (800) 768-3411 PE-59166 (954) 772-6224 SubCategoy; Asphalt Shingles mstlehft f.ean rip pa Compliance Method: Evaluation Re rt from a Flodda Registered Architect or a Licensed Florlda Prorasswnal Engineer FL#W114=1125 Prodmtr -. Quality Assurance Approved for Use Apmovetl for the unDad D"ah Seo# Product Model. Number or Name Product Description Contract ExplraAlon Data In HVHZ Outside HVHZ Resistant Pressure I GAFAsphat Roof Shingles F,b.rAess tail 3-lab, laminated, Stab and 121162022 No Yes NIA WA hiplrldg. asphalt shingles Florida Department of Business & Professional Regulation Pea I o11 Building Codes and Standards IMMIS Product Approval Application Detail F 220 gnft or 20 21k pub PWMBM 2ok IU12 Mea>9n >A> u EaakeM-a.Ld9MM VaNdobd Submitted F Amwayed Marge Revision 2017 LV. Thompson, bc. tip Thompson Aroheenurai TorryCtuhbrun Zachary R. Pdsst Locke Bowden 1001201? +0M02017 10 2017 12M22017 Approved Melds Company(TAMCO) (813)248.34M PE-74021 (334)300-18DD Cabaml`: RooMg loy@�metatraoag.rton &dtCabgery: Roofing Accessories that m n a ati ai Part ofme Roo" system Compliance Method: Evaluation Report from a FkMds Registered ArchXW or a LJoenetkl FbdLe Profassionst Bigamist Inn P Mo&LNradererNanw Product DIMHOOM cookidsmwmuonomb killRli PF� 3 TANGO OeRidge Roof Vent with Batt 28 ga. state red ventilator with Integrated baffle 09I0ill Yes Yea WA WA Florida Department of Business & Professional Regulation Page I oft Building Codes and Standards 1/20/2020 Product Approval Application Detail Code Why or Date Date Date Pending Oda Was Version Manufacturer Conrad Engineer &Cleanse Validated By Validated Submitted FBCAphrovel Approve tl Status p Revision 2017 Boral Rooting Ahoorson Robin IAPMO Uniform Evaluation Gary W. Walker 10/la2017 101062017 10212017 Approved Cahill Roofing (801)380.6091 Services LLC. (205)854-0160 Subcategory: Rooting Tiles RcbinAn.Carsonil Compliance Method: Ewluation Report from a nt Proull F blu.5pn Entity at Quad, Assurance Quad, Apuroyed for Use Aooroved for Use Impact D."lgQ # Product Mptlel. Nanba w Name Product Oescrrotlon Contract Exolredlon Date In HVHZ outside HVHZ Resists Prere ssu is any Hat e- it, o o es N/A WA 17 Saxony 900-Country Slate, Hartford Slate, Shake, Slate, Flat Profile - Stockton. CA 12/312020 No Yes N/A WA Spilt Old English Thatch is Saxony 900- Gauntry Slate, Shake.&amp; Slate Flat Proflfe-Hen derson, NV 12aI2020 No Yes N/A NIA _ 19 Sexody 900 - Country Slate, Shake, Slate &amp: Split Flat Profile - Lake Wales, FL 1213l2020 No Yes NIA N/A Shake 20 3axony9W- Shake &amp;'Slate Flat Profile-Lethrore, CA 1MIM20 No Yes N/A WA a amm ro e- enver o .es NtA N/A 28 VIIIe90g Medium Pmnle -Leese Wales, FL 12/3112020 No Yes N/A N/A l BM YMMM M,,f,, L■[ Revsan 2017 17W Bulling Comptonents Group him Category: Saubnl Comporlads aubCaterill Truss Picks Coaptwia Method Evaluation Report from a Product L°veluatbn Billy A9ad Prom Mpd*LNuriererNnm 2 filly BCGfAplue Hill PWR Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.ge f a I iffimla Entler . 20 20 Deal Plane- 20 Contact EmlmirItLW— YtlWM" 3 ALIemAlid FOCA■mtW A■t¢r>m lam Stuart LMA ICC Evaluation Service, LLC VMDae M. 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Nu bwwNa Product DO DUM In oubkbmm nookbm l ANGUn9 2 Mn 18 18 ga. hum conaoter pYta olmird 3 Yu Yes WA WA ANELgdm Florida Department of Business & Professional Regulation Pagas pt2 Building Codes and Standards 12012020 Product Approval Application Detail Srs$2 Entity or 29Lg 2" Data Pending MENM gee, -. Tie Vital. Manufacturer Contact Engineer 9 License Vaitdalvd By Validated Submitted FBC Approval Approved Status. Editorial 2017 Weyerhaeuser e rho er Ye .sus Rob Said•xin ICC Evaluation Service LLC Ian Lehrer P.E. 04101IM19 03222019 04R82019 roved Approved Change Casgrry: Stmduml Components (253)924-8478 (608) 828.3288 SubCategary: Engineered Lumber Robd tBaldvAn(q eyerhe Compliance Method: Evaluation Report from a euser.eom I Product Eyelua lon Entity gL#srs7. 10 Dale Q-11ty Ase-r ce Approvedfor Use Approved for Use Inroad Dasht sea # Product Model. Numbs or. Name Product Description Contract Expiration. Data In HVHZ Outside HVHZ Rasistant Prosluj 1 Mlcrollem LVL Laminated Veneer Lumber OMI2021 No Yes N/A NA 2 Paraliam PSL Parallel Strand: Lumber OMI2021 No Yes NtA N/A 3 Tlmberstrand LSL Laminated Strand Lumber 03/312h21 No Yes N/A WA 4 TJ Rim Board 'Structural Composite Lumber or Oriented Strand 031312021 No Yes N1A WA board Rim Board 5 Weyerha ... Rim Board Oriented Sand. Board Rim Board 03131 Q021 Me Yes NIA N/A.. FloridaDepartment of Business & Professional Regulation Paget of I Florida Department of Business & Professional Regulation Pepe I al Building Codes and Standards 20zum Building Codes and Standards imrmte Product Approval Application Detail Product Approval Application Detail .Carle Entl or .Date Date Date Pending Date ,`(�, gift EILY6L.9[ g21M Rd � g nm Version Manufacturer Contact Enchreer&License Validated as Validaed B b a FBCAPprpval rued Status. MUM ! Stirs" E .a LIB V V Submitted FOO Approved AMrMd two Revision 2017 TAMKO Wilding Products, Ina. Kent Eden Zachary R. Priest Locke Bowden P.C. 1011912017 10/052017 10202017 12M2/2017 Approved Revision 2017 L.V. Thompson, Inc. dia Thompson Architectural Tony,Chdarnsn Zachary R. PrIW Lode Bowden 10/18R017 1011W2017 11IM72017 12112/2017 Approved Category: Roofing (4M 6246644 PE-74021 (334)300-180D Metals Company(7AMCO) (813)248345e PE-74021 (334)300.1800 Subcategory: Undarteyments kern eden2tamko.cam Collegiate Roo" twqagwratakooLig,cem Compliance Method: Evaluation Report from a SWCate": Roo" Aoowsabe that, ere an Florida Registered Architect or a Licensed Florida labspI Pan of9ne Roo" System Profasslmal Engineer Caw*Lm Method: EvNw80n Report from a FL#t23m-.R8*,duau=:.:PrPildrift ro foriatR Archl�tora Lloeneed Florida Engineer Sea d Product Model. Number or Name Ouality Assurance AwrovedforUse Approved Product Description Contract Excitation Oats In HVHZ for Use OWslda HVHZ Im9ad R tls arrt OKI— press- FL#IBM84t2 Produces it" 0,,ALAy Accrovad.toUse Ag ,disttiM I■" 2"m Product DMMOBM isHVHZ ! staism P-- 6 No. 15UL Asphalt saturated organic felt IDAM021 Yes Yes N(A NIA 1 TAMCO Flat Top On-Wdpe Vast with Beak forTBe 28 ga. steak roMwmptor with batik oW09202e Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Dataa Page I Of 1 Immix F3l1> 54R2 29a Eldtasr 211a 21ft mpenckm 2111111, im Verses ! &■hWLa Lbyaiteabd Br Vaodd" BUWRNIM F W Approval Approvell AlMM Revision 2017 LV. Thompson, Ina Ate Thompson ArcNWCWMl Tory Christman Zee" R. Priced LOOM Bowden 1011=17 1011012017 101172017 12/122017 Approved Metals Cdrpy(TAMCO) (13M 248.34H PE-74021 (334)3WISCO CWpoy: Roofing tnyogo-wmofmg— SaeCrdgery: Radars Aoosssadss that as an lompal PM of the RocBng System Comphattos Mehod: Evaluation Report from a FkrWa Registered Architect or a Licensed Florida Pmbuknaf Engineer MAIM24t2 Produces 96iafalfd A■■ ARE Product gladeam . Number or Now Product COYAMdEmbodmDft IOJARIi ide,vest fh! gas POOR 4 TAMCO Roots Top OIRRkIpe Vent with Daft forTte 28 gar antic rod ventilator with bath a910W2028 Yee Yea WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1f20/2020 Code Erfilhtor ,�@ Dyne Date Pending Emm Data TTVDa Version Manufacturer Contact Enilln... &Llcensa Valithiml By V tat dates Submitted FBC Aorgeval Arprumved Status Re,iech 2017 Global Protection Products, LLC. Tim Robinson Water A TIIIa Jr., P,E. Jahn W. Knezevich, PE 09/06/2017 08nl2017 091112017 12M212017 Approved Category: Shutters' (954) 689-7545 PE-44187 (954) 7724n4 subcategory: storm Panels tim.rainsonggpleent.com Compll.e. Method: Evaluation Report ran. Florida Registered Architect get a Licensed Florida Professional Engineer �� LdN5D7$-RS Pro is Quality Assurance Aoorov,dfor Use Approved for Use Impact FStilgll Seo# Product Model, Numbs or Name product fle5crlbtlpn Contract I t tF�p Expiration Data 1 HVHZ Outside HVHZ at �� RaslstaM sure. Ptas 1 20 Gags GaNamaed:Brad Storm Pn.Is/HVHZ Corrugated Gal /Vized SteoiSorm Panels retained 12y312020 Yes Yes Yes WA F LIM0008t 2999 IY■ ifaolao tlmiaMau Revision 2017 ff W Buirag Campo to Group Ina. Cabgay: structural Crampon" SubCabgory: Trim Phm Compliance &Wdwt Evocation Report from a Product Evaluation Entity FL91N#4t$ Products AMA allm 3 ITW BCaffio"Tmlak E69nff4M 220 Mae Version 1 Revision 2017 Minsk Indndu, Inc. Celcpoy: Structured Components SudC•bgpry: Thin PhiN CortpRom Metro@ Egluatin Report from a Product EvahMm Entity FLa2197A9 Emdmk Niel PmdmtMeALLNumberw Narne 3 LBT18Hs search CrNWW FL#15&R12 Prpduefa' - Sa # Product 71 Nrmh,ror Name 7 High Shenguh Concrete Lintels Florida Department of Business & Professional Regulation Pitga+a1 Building Codes and Standards +f mis Product Approval Application Detail &aim 1k hasiraLlcenst Vlffddad13v Yaidw ALIYmMktl FIGIg.ACUMVat Aimed AOWM Stuart Lewis ICC etreaetin Sarvks, LLC Welan M. Rassd, PE OMIW2017 00/072017 0921/2017 Approved (847) 918.8473 (407) 681-1917 alewbtaatPinaitw.cem In HVHZ OUWAE mm Fly fta Mato Campeau Rob 12m12022 Yes Yes WA WA Flores Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1of1 im2mla contact EnobwaLbom VaNdWAd By Va9dkk9 suwn■d PEND A111111MV11 A■tmd mum David Wart ICC Evaluation Service, LLC ICC Evaluation Service, 1011042017 1 Wi912017 lar=17 Approved (314)661.7480 LLC. dwalt®mti.Loan (205) 5WQM OrWW Aewmgs Managed forJUN Aoarmed for the 1lMs& 21" Product DomadoOM C&dlmaEaDbudW DM III "M outside MUM RDWIMM F mum 18 ga high strength mm connector phis 01A112023 Yu Yet WA WA Florida Department of Business & Professional Regulation Page 1 d2 Building Codes and Standards 1=2020 Product Approval Application Detail PP PP Quailtykssurance AeoevedforUs. Aporoved for Use Impact. Deslun PrgdudConerset Eirat fan Data in 3 OusResstnt Pressure 4, 6, 8, and 12 inch wide lintels OW21RO22 Yes Yes NIA WA FLM5K4tl ON Mule Version Rervial 2017 F1orWe Metal Produces Ina. 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Bernardo. RE Troy Bishop, P.E. ionaame 18/182u16 102MO18 12M IM18 Approved Category; Shutters (561)712.9882 PE-0046549 (954)947.0880 Subcategory: storm Panels mkebgallamnricanshutle Compliance Method; Evaluation Repot from a rs.cvn Florida Registered Aral ar a Licensed Florida Professional Englireer F T669-R2 FYaW?o �` - 1£ . S�Li Yj Product. Model. Number a Name Quality Assurance Approved Product. Dandelion Contract E mlrallon Date I n for Dee h HVHZ Apor-el for Us, Outside HVH Z 111111aelt 1 R,s stand Deslun Pressure 1 24ga Belvenizad $Leal Sturm Panels 24ga Gelvanizad seal Storm Panels 121312020 Yes Yes Yea WA Florida Department of Business & Prolessio nal Regulation P.Oa f of1 Building Codes and Standards Im2o+e Product Approval Application Detail imYs Media, gr tick Colt Dab pougm hate tsar varl iiCuilissi■t Contact Engwo,Lt,MM Wedged By )(.ahead AILM EBgA■epted Managed AME Revision 2017 ITW BUR" Comportads trap Ina Slum Lewis ICC Evaluation Service, LLC V1UkM M. Ransil, PE Miami 097072017 09212017 Approved Cetetial Sbudunl ConyronWft (847) 918.6473 (407) ss1-1917 BvbCatsgwy: Trim tasks akw4@slWnerw.00m Cosptaw irethod EvWw9n Report ham a Produce Evaluation Enft QUOMAeaeanne Approved for use fill Product M0d9L Number Moab h? HV Y outma HVNZ Jrro..rn 4 nW BCGIApkte Wave Mara Connector Pick 12/311= Yes Yu WA WA Ammhadm Florida Department of Business & Professional Regulation P.ee I al Building Codes and Standards tmnmle Product Approval Application Detall F1a21974M 926 EmlBL41 i VA 21M Dab PWKHM 201 Must Ym9ka M&rAMBOUM Contact anwomkilow vwwow By Validated submlwf FIIM.ARMOW AaNWM gtrm Revision 2017 Mnak hudabbs, Inc. David Wert ICC Evaluation Service, LLC ICC evaluation Service, 101192o17 1011W2017 10/2=17 Approved Collegial Structural Componens (314)851.7480 LLC. SubCaeprly: Truss Pass dived®mt.wm (208) 8SS-911M CcaplfandeMMod: Evalusin Report from a Product Evaluation Edgy FLMIS74M producer AaaA Contract eaatrat8anData de ADKW&d far: Use AeprondforUm 1rs9M4 Flan In ]tom Pressure 4 MIT20 20 ga. tress fa nador Pine 011012023 Yes Yu WA WA Florida Department of Business & Professional Regulation Poe I off Building Codes and Standards Ilmole Product Approval Application Detail r4sfn4.4M Sr99t enwm 20 21k Dom PNWIM Imes VWdaW By IYa! Version I Eo�.E61r�a Ya9dawfi submitted FM Angrovel Approved A1MM Rarbbn 2017 Commander Cowsss Producb,ma Robed rife THUY H. 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Pdut Loft Bowden IWIGM17 10MOI2017 10M72017 12M22017 Approved Metal$ Ca paly(TAMCO) (813)240456 PE-74021 (334)3alBoo Caegory : Rophg taf eubCalegery: Rne+ag Accessories, 1W are an Inked Pad of ire Rool lO System Conpprtq Metal Evatunbai Report from a Raiders Regekred Architect or a Liosrosd Fields Professional Engineer FLjH"W4t2 products OL,M AMNm- Abscond for Lbe Approved far Use Imm 21" AMA PhD In NVHZ Quathe, thing fasitim FPressure 2 TAMCO Guall Vent 26 gA 09/0812028 NO Yea N/A r0/-82.5 Florida Department of Business & Professional Regulation Page I oft Building Codes and Standards 1912019 Product Approval Application Detail Codee Entity or Dal. Dda Date Pend mo Data MM Version Manufacturer Contact Ermines, &License Validated Ey Validated Submitted FBC Approval ApprovedMatureRevision 2017 Lomanco, Inc Andrew Carter James L. Buckner, P.E. Steven M. Uddh, PE 041092018 12MR/W17 04/152018 M1 V2018 Approved Category: Roofing (501) 982-6511 PE-31242 (717) 317-8454 Subcategory: Roofing Accessoriesthaterasn teerter@toman oar, Integral Pad print, Roofing System Compliance, Method: Evaluatlon Report from a Florida RegNtered Archftect or a Licensed Florida Professional Engineer Qualty Aersuronce Approved for use Aporoved for Use Impact Deslun Sad# Product Model. Number or Name Product Description Cditract Explralion Data II1H7<J1L Outside HVHZ Resistant Pressure 1 Dedk•A1rTM DA-4 Low Profile Polypropylene Plastic, RoclVanl 07f107202I No Yes No +97,5A97.5 13M41m9! IY0 v shm maiddiamfla Ravel 2017 nW Bu*kQ Components Drop Inc. 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Pagaldl 11 im201a Contact Editorial A Lkanes vaudwad IN Vargktod Auk FOC Approlmil Approved AN" David Wad ICC Evaluation Service, LLC ICC Evaluation service, 10/192017 1 om emol? 102=17 Approved (314) 851-7480 LLC. cku"nill.00nt (205) ""No QUMV Approved for Uae Anamod for Ur Q■ka Product ostentation Garbed axWnflon Deb in ffi 1i O Pfo"M 201high smangd teas connector Pbb DI/012023 yu Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail peg' t of 1 ..c=o Code Entity or Date Date Data Pendim Date Version Manufacturer Contact Enainaer&License Validated Sr Validated Submitted FBC Apnraval Approved States Re Sion 2017 Carpenter Co. Tracy Lane Miami-Dede6CC0-CER Mismi-Dade BCCO-VAL 10/302018 1025/2017 11/01/2018 Approved Category. 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