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HomeMy WebLinkAbout39661 Harvest Creek LnABBREVIATIONS 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 Fir Sys Floor System RAID or Rad. 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 FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Fig. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BILK or BLK. Block GALV or Galv. 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 Cig. 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 SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage .COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar SONT 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 IDS 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 Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation FED 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 Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. 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 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB ALL WORK SHALL COMPLY WITH PRE'\" "LING NATIONAL EL rCTRIC CODE, AND THE �;I'"` `, -_ ,- IFtiYRHILL REVI AV DATE Nr, . ,� f PA) F Z ksn. i Y F 1 Fij-t 10. o11i C� [71 M f 0L_ 0� 0 D 7E] FE� it II FF-11 E:1 0 DD El EFF-. 77 F71F71ce1�1 77C li,._. girlS IVli 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SIN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES 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. r . ,NNZ�tint'��S�r����®ii� �NSE ��'�•. m� , 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. rA �. W � N_ (D OD a Co D � � N N U N LL J 0 to fA 04 LL J d W ' o Q Q j M M LL coLL LL a a Cr Z O Z m e O K H L o = m O Vill co N M Z O J IL a 1. OU M V93 Z N M � � g 1 z o � J N N z U- c C!3 0 0 + M LU OLU o N � tea U E MINW J m f U c O N 481 14 C w co o z z a LL- QEaLL © ca U w z g Z® p a ca U X U �¢ 00 =O U O E C-4 aZ wo 0 Q a �w L -J B Vi = 0Y �m m o O, >Z Cn J oW Z Z go ENDa a az =3 a O V Zz¢ L m 0 / O r( CD O 0 U I•-- W 00 +-, N r co Np T M ce) N iri o z z O _ ` a- E U -0 p JOB NO: 20-6584 SCALE : AS NOTED SHEET NO. C S 55'-10" A S3 I I O O: 5-SH----R&S ---- _ BUILDER TO 36 36 6" DP; �O PROVIDE W.H. `" APPLIANCE _ INE O PROTECTION QD 2'_6" WHEN REQUIRED ■ OWNER'S SUITE B _ W.I.C. PER FBC 8'-0" CLG. 00 TI_E CARPET r� 2 CAR GARAGE CARPET _Lto 8'-0" CLG. O� tr 17 I T - - - T-8" 20'-0j "'w 2668 HANSON BOX @ 36" EDGE OF SLAB 2" I rEFIEGUL44 A.F.F. BEYONDWALL oc cc 60"x36" DRYER VENTKSHOWER THRU R0000 o (3) 2x4 #2 SPF w/ SS "'Tlit�'DTT2Z @ BASE D I l l Ir T I / 1 TYP @ 1 STORY 5'-11$" I 4'-0" 1 PT. W OPT. D I MI A - I IlX � S3 1 U� Q W Moo CN L--J 1' AHU 1 io �I ;TILE 1 S3 (3) 2x4 #2 SPF w/ 8 8 DTT2Z @ BASE- FAMILY R M R.A.G. OC 2:12 VAULTED CLG. 1 9'-4" CLG. CARPET 23'-8" T-10" 7-8" 10'-10$" i - I -HDR AT 74_ R&S i--------------- � 2668 0 4'-0" 1 V-78, 1 6'-10" N 4'-7" 8'-8" �y 64" ch 14'-6" I _ter-T- 1 ( I 5068 B.F. 1 OPT. _ =a 0 REF. M o I ---_--------__- - �_ --,- BEDROOM 2 N PATIO CAFE c-=-------- � � r - - � � � � � 8'-0" CLG. VAULT. CLG. D.W. I ° ° I CARPET BEDROOM 3 8 0 CLG. 00 U) CARPET Q 3L _ 24 - J 18 .3 CARPET in C o , I CV > U SI K wl ISP Y �' i' 21'-2" 1 2, ., 2 I 10'-4" 10--42" � / M�� - 7.-G - - - - U.:i TI L E m ■ I CO 00 N P, NT Y w to CD - 2W ' 3e 3s F T L. rt� o E Ch v AC PAD 5-SH f i I O - 16" DEEP 1 HB EGRESS EGRESS OS3 O 29'-8" 2 �1----------- I I I II I I I I I II I o I O I o II I W I 0 II r I X I � I I I II NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN FIELD. CC D S3 S3 9'-4 =a z �0 LL LO( I I05 I� I I I I I I 8'-6" TYP K GARAGE I OPENING I I I I I 3068 I I I I I T° 2668 5'-4" " N 1 :NTRY 8'-0" CLG. R&S T-6" 4068 B.F. VFA IBEDROOM CARPET Wm � r FIBERGLASS SURROUND TYP @ 1 STORY A S3 00 T 0 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 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI �H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 J S.H. 13 20X38 187X37 S.H. 14 20 X 50 18 j X 50 S.H, 15 20X63 187'X621 S.H. 16 20X72 184X71 S.H. 1 H2 27 114 X 26 26 X 25 S.H. 1 H3 27 1/4 X 38 26 x 37 S.H. 11-14 27jX501 26x50 S.H. 11-15 27 X63 26X621/2 S.H. 11-16 27 X72 26X711/2 S.H. 22 37 X 26 36 4 X 25 1/2 S.H. 23 37 X 38 361 X 37 3/4 S.H. 24 37 X 50 36 4 X 50 S.H. 25 37 X 63 36 X 62 1/2 S.H. 26 37 X 72 36 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54 X 26 52 J X 25 j S.H. 33 54 X 38 j 52 7' X 374 S.H. 34 54 X 50 J 5271 X 50 S.H. 35 54 X 63 52 7 X 62 1 S.H. 36 54 X 72 52 4 X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. rilTIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors, R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" (A)i +29.7 / -30.8 © +29.7 / -39.2 +28.3 / -30.8 ( +28.3 / -36.4 DE +26.6 / -28.0 OF +26.6 / -32.2 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" (TRA) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN ELEV-Al EXT FRAME 2 x R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: %4"=1 !-O" (GARAGE / LIVING) �i /yam.✓ ' •�✓�' � '• N 11. ffi�ttflll+. t To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 6 E 0 8 m N it �} ® N °�'N 9rnIN m LL cur a IN cm cn LL w 0 J LL LL 6 a a s 5 W OF ` L 0 0 o LU LLI N v�i2T , -, a W N 0 N Cl) Z X y U z o� ❑❑❑ U z NCD H z a J a M v c� 0 +� U 7 w p � m O V) w o r U) U LL, J _ EE a� U 0 c U' a � o O r w co M 0 z C J Q E w � T O zo z® oa W _Q 0o O E o ro H a o <o�J o ¢:3 d z �� rozmo C Y U O , Z F `n _j� h m � :i rwn N '� ~°o < g -) <0 o Sk =3 Jw w� U_0 .� 0o c.0 zz¢ a OU3 L c co O 'M- co N L.L lie CN O m +- r*... o d- r ca �p �r I N CO to r iv E >, 'E N M o :Ecc E p E co a U _j Q p -1 JOB NO: 20-6584 SCALE : AS NOTED SHEET NO. 1 i I Idl I 'I� lia,l;l� �I II ii �� I� � �- � I1��I i ills Ih r I�ri IiI�liP •�'bdail fi1111�1 Iriolriril iVt �ii�''Itd I�illiin rI 11'. C �t�l I I � VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / U) W a > / MEDICINE -1 CABINET 00 OQ OQ O > tV > 1 - 1 M M M co KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER N FIN. FLR. KITCHEN 0 M 0 (V 0 O OPT. REF. 0 OWNER'S BATH 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 a ROD TUB OR SHWR. ` TOWEL BAR��' a ON BATHROOM WALL _ SHWR. o VALVES W - = O 1 SOAP � C7 00 o DISH U LO 1 O O - 1 1 (.0 1 ce) co � TUB BATHROOMS. SHOWERS AND TUBS CLOSETS / LAUNDRY KITCHEN O 00 I O�N _I MIRROR 0 M OWNER'S BATH 0 F- INTERIOR ELEVATIONS SCALE: 1 /2"= V-0" 42" H UPPER CABINETS — 36" H UPPER CABINETS — 30" H UPPER 16" FOR LINEN CABINETS — 12" FOR PANTRY OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o O o BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 30" H BASE 1 CABINETS 00 O0 o U- rIN n I LO O 1'-211 2x ra- >- U? 00 - IN FRAMING r - O O - O � - 1 /2" GYP ``' 1 N C%4 CV BOARD FIN. FLR. r FIN. FLR. 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING SCALE: 1 /2"=V-0" 1 I �����t�ii owiv '.. 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. {tl Q o� m Co U N O N 05 Q1 n OF LL 7L N u7 N J W rA ti a u_ - a 13Z ejMM I W J LL LL a s mcv o 0 02 m O r t6mnm W � m m O 42 Q a z c0 N O W p 0 N m Z S z U 0O 0-) ❑ED❑ fU Z N (+) O O O � N z o � Q — Z�; Ci o LL 4- U LU a w m 0 w N c �N = s U c w � r— J E z� S = U o • O C J w M M J z O Z z G � LL- Z O > N zo zo QE 8 w� z ❑ a H r0 o E x� ao 00 0 �z o L <0 Q WW m c Z � Y U ym p O Z >¢ N J w �0 o� ZZ o g U¢p a NLL z 3 z F CD<� 10 a cfl �t 5 0 L 07 f�6 > 0 N cc cM CN O 0 U C� v T N (0 O = O T NT ' O N M T N c� 0 M Z E O y C ,_ a E U � Q O (D JOB NO : 20-6584 SCALE : AS NOTED SHEET NO. 2 12 5� HEEL 12 o 5 d' T.O.M. F4 HDR HGT. TEXTURED o CEMENTICIOUS 00 FINISH ON C.M.U. -1 (TYP.) CD 12 5� 2'-0" F.FL. N 12 �5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS Y_U -- ------ ❑❑ F1711C❑ C C' '010 ❑❑ E El E � 0 14'-0" RIDGE VENT FRONT ELEVATION - Al SCALE: 1 /4"= V-0" 15'-0" RIDGE VENT LEFT ELEVATION - Al SCALE: 1/4"=1'-0" 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. t 6" FASCIA (TYP) TEXTURED _ CEMENTICIOUS 00 FINISH ON C.M.U. co (TYP.) F. FL. A General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. Y ✓rV aF20 ��,\\Nti ro U o. `r i '?OFE SS10 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N � Q_ E to 0#0WC'V 'a O 8 N _ mN uF, ��_0 � LL n� ? LL Q w� 13 rMM W rn JLLiL aaX � z O Z � � R--no L 62 m JO Wrah°'°' ¢ a '- Z �.:.. 0 N Z X 0 D N M Q O F J Z O U ❑❑❑ W o g z z a r � M Z a 0Q) 0 LL 4-, m Vm w Ow N g Of CN c'n U J E L U as c U' a00 ¢ _421 N rn 14 or CD w M M Z 01 < � E O Z N Q E wz e oa Op (O oog� E C, Z a L fd CO C:O� - ¢ o O m g P oLL Y Z Z z � U a CD- 8 w dZ N U w <p a'Z F 3 O Jz w' 1 ' O ZIaI o0 3 cM 0 = N rn m `m W \ LL CID 00if }, r cv NO 6i /T\ I T t N M o) LO r m E r _ N M o Z Z E O E a U 0 Q p a) JOB NO: 20-6584 SCALE : AS NOTED SHEET NO. 3.1 VI__ T I t_ I. I, n 1:. 77 l; rI': '' i __1F_I - - - jll. 3 r C a� a v x 0 J 00 L0 co CN I N / Q 7 c N S P7 NO I 0 i QJ C 3 O NO N d E E 0 O c J y a> ram. E2 O U E c U i 2 0 0 J SIN 0 6 a O O cV LO v 0 W 33 0 11, 0 eo c a 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TnM 01. 12 5F:� 15'-0" RIDGE VENT ' OFFRIDGE VENT EXTENDED OVERHANG TO BE CENTERED ON DOOR 12 :Z::�15 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 6'-0" 3'-10" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION - Al 14'-0" RIDGE VENT SCALE: 1 /4"= V-0" 12 �5 T.O.M. HDR HGT. ---------------------------------- — 011 —-------- TEXTURED 1- CEMENTICIOUS CEMENTICIOUS TEXTURED FINISH ON C.M.U. FINISH ON C.M.U. (TYP.) (TYP.) — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- --—— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - RIGHT ELEVATION - Al SCALE: 1/4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. Fr \\0oroWrrFr�,� N •' NSE•• •. 14 .r Q v - i ""OFF S $tON To the best of the E gineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition, Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W e� v E co fl- o U N N 00 U q V N J N r, r C;)it rb �- n J W U­-J U 6--0 a Qaj cN0 W du a a IX Z JELL 'a 0 o -C cao _ � O O W Z N m O7 J 10 O rG ") Q 7 Q 2 Q co N o� o L N M¢ U 0 J V' O U W ❑❑❑ Z N Q O W QNN Z O Q Q � J — n L I — N 2 �O O w m (I)o) Iwt, V 1 Ly N (n /F— v C W J r-- _ E V r L VJ O N U) N ® • Q N m ti CD w Z CO M y o U_ Q. E z o wo o 'zze oa N V moo' _ . 0 a'; curio 0U o a N @ (D i ¢ p ao W Z �W C: - Y �o rog 10o >Z C W ¢ 00 Z o C U a ao o UJ > O a � z¢ o� L rn c� ca ' >/ c N 6L N � U H tl/ m a. 0 TT (0 T N■� = ,- � T a; 2 N M rn r E i N cY) 6i o Z co z E Q E c Co 0. 0 U _J Q p J JOB NO' 20-6584 SCALE : AS NOTED SHEET NO. '3.2 VARIES 12'CAP = CAP 2" 2" *NOTE: 1" RADIUS IN FOAM TO BE USED ( . ONLY WHEN 3 1/2" RADIUS - - 1/2" RADIUS V REQUIRED BY Ag COMMUNITY 3/4" RADIUS --�- 4 CV 00 SPECS. IF NOT, CD ill 2- OPENING VARIES 2-1 �2� V ill DETAIL TO BE Cl) BUILT WISTUCCO. 1/2" RADIUS — - v 1'. 1111 4" VARIES 1/2" RI EDGE OF VARIES OPENING 9 21" VARIES V-4" 2 VARIES 1 1/2" RADIUS — 2' 4" 4" 42 2 1/2" RADIUS 3. 3 4" 4 LO c;, LO SIN CD V ml .'r 33 31' VARIES 2 CD =1 ll BASE BASE T' 1_7 _,_:i _ni T all rIN C4 • C=), V-011 4" .l C=> *NOTE: VARIES 81, 2' 1 FOAM TO BE USED 19 ONLY WHEN 3" REQUIRED By COMMUNITY SPECS. IF NOT, OPENING VARIES 1'-4 DETAIL TO BE 2" l BUILT W/ STUCCO. EDGE OF L I ki OPENING 1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these N drawings comply with the 2017 Florida Building Code - -3r- 4" 101, Residential 6th Edition, Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing 10" 6' Engineers signature and seal. 21" ]p 0 4 W '4�& E (0 rn 0 8 c-, Oro 00 8 1 - 04 C� CI) C� it 'o LL 0 - L� Lu c:: C L.L(L L 2 _L6 - IN z 0 z 20 C. 0 wo 0 C Cj 3., :E M U) U) W 8' E, 6" LU LLJ -4- C14 2" 2" iv -Z < 0 00 < LO > 00 E100 z r-E 241 f3 U) 4" _�2 1" 2 3 2 f_4 o 1-1/2" THICK L& 214" z m (0 Z3 2'-4" 51, 7' 4" 51" 1'4' 3- o 4 C 1-1 > L.0 [T— N4, C) 31, VARIES VARIES 0 C, Oft U0 LO ZD CIO 21"] J) E (D T_ ID o VARIES VARIES r4" 1 8" < 2 00 _j zoo I I a e U_ 6' 4" KEYSTONE Fl I KEYSTONE Fl 1 --------- c6 E OPTIONAL OPTIONAL 8 m r6 00 C1 C'4 CD to �3"o E '6 11 z' Ca- C4 E 4 1' 4" WINDOW OPENING 4" 3,,' ro '0 1- 4" GARAGE DR. OPENING 4" 1 1 1 0� E. V z -2 C: o ( < NOTE: U:) 2. w a�� CD z z� 0z 0 •INSTALL OVER STONE, TYP. o KEYSTONE :F::1:1:V KEYSTOr OP IONA OPTIONAL o iv PTod ---------- - �3' 4" 4 'T' o < * FIN. TO HAVE TRADITIONAL z w w VARIES LOOK & SMOOTH FINISH < 0 W w e FOAM/ EPS MATERIAL IS 0 - i, [0. co ACCEPTED C:) �1' - = -2 AM mi C-0 ol<� 0 LZ W E2 NOTE: rz FIN. TO HAVE TRADITIONAL LOOK & E! SMOOTH FINISH 4� 1 -0 14, 2 3 2" •FOAM/ EPS MATERIAL IS ACCEPTED 54-,, 2 4 52" > L 0) 3'-8'l 7" 4" T-O" 4 10" 1'-4" 101, > C CL _j 00 t5 .2 C- C:) r > CD L_ Cn CD L 0 04C) N, co C14 0 Lid CV LO 0 E 0 C? z E E 76 a) IL C�4 JOB NO 20-6584 LO SCALE AS NOTED 15 SHEET NO. GENERAL NOTES: • 1,5 LBS DENSITY STYROFOAM * POLYCOAT (HARD COAT) mi 0 ACRYLIC SAND FINISH cn Eli , , �Ilklilp it, - �Iluv' 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. 200A INDOOR PANEL CENTER 10 #14 copper to lights & outlets NEMA 1 #12 copper to 20 amp ckts 200 AMP 10 10 #10-2 copper to WH 10 #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu 200 amp 150 amp POWER CO. FEED-- INTERSYSTEM BONDING O TERMINATION PER %1 NEC 14, 250-94 4 Bare Cu Ground WITH CODE APPROVED CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FF DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET � GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE #PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;O EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH 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) N TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ►V] ELECTRIC METER ELECTRIC PANEL _ I DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN C� J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR t✓ r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT WP H.B. GFI DISC. LJCulum I CV RCI.Cr I P1leLC FOR MICROWAVE RANGE HOOD PER SPECS RECEPT. VERIFY METER LOCATION WITH ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" c7 N I 0 N rn o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q E co 8 to pp N to W N r- to 10 m LL J yG ai N r 12 LL J d LL co - JLLU J h 'ULa It Z 13� m v L�2 o O O - 1%EL 5 C6 ZL m m OJ .' z 0 O N M Z U 0 J OU W ❑❑❑ V M z N o N Z o � -J n N E3 N N M z U Q) o LL 4 -J .,, O Ln N c g UM. U ur (O L f z I U o U Y 0 w CD Mwa O z Q E Zo 20 <� Q o E 0 �z z® 0 — 0. Q O O o Z.. O E Q ao w 0 az tt W -. L- 10 C _ G O z 0Y o m O oLL z J a ° 4w z rn � � w o� z ao Q U w ¢a �w _3 oLL o w <� �2s � �o O CO C 5 a= p Uri 2 M > d' rr L A' N W % I f6 0 LL `° J M O O 'ct O� r N T r It L M rn L r E N C10 o Z Z E O �; a E U 0 a� Q p JOB NO: 20-6584 SCALE : AS NOTED SHEET NO. 4 1�1 CIF I II - I I T— -t t, — - I -------_ - 71 — 3 x a rn a C -0 s M 0 0 LO t 0 N C ATTIC VENTILATION CALCULATIONS - Al (TRA) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) —NOTE*" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-Al SCALE: %4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. I 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 11150 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 SO. 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 r g�R14tIlBPiP `� •��y �s O F S,'�• leif To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these d swings co�jply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural (engineering portions of the drawing pages bearing Engineer's signature and seal. W Q t E O d U r- CD4* <o �n�pp. N to ;t LO J 00 LL. 0 � a w rn rn M M LL J R LL �i ' N Z Qj NIJLV- Jam W W a CL rr z o m e C)W F W W w @ o Co rn a: m O m m m Z ci N V p Q O U~ J ❑�❑ W M � Z N cn 0 0 Z � N Q g rz Ln N M Z V C Q) Ur 0 4-1 M Lu U � 0 V) LL, o usa C3 LL, F - E mI S £ m U O y c U' d d • ® 0 co oco ¢ w Z o � J L.L a E O U oo o aR z© FEm- _ O E N ao ¢o o a 4! L �W n3 U:) o U �m F D 0, Z , O J m N �m os QW ZZ go Q U b ap a tiZ oLL 3 CD wF �O aF co V o� z¢ I o- c>3 °M = '� L a; L.L `J M O ^ 0 U Cfl N r to p �r Lo I 04 Ce) LO r- a; N c' i,6 o z Z E O a E U 0 w JOB NO: 20-6584 SCALE : AS NOTED SHEET NO. 5 OWN f, ti,1y O� �0••.,o •Vo a 5 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 - Re5idential 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 o � 8 N 4 Co m ro N (p 0 G N v Uj ® r%i ^ C 0) N r O * Co LL _I ;t LL J d cliCN 2 LL ® ,i M M a LL LL SSZ w a W s 0 0 ' w o = m O W �cu U) rn Q a b Z IL 00 N Z M C C N < 00 N Q o J z i� ❑❑❑ g cMi Z N M O O O z O Q Q � J — r N M ppZrr� V O LL 4-1 N W c Q A U 0 _ LL, g V) wss E— U � c 111 J ffil _ L N C N y Q C7 CO W M o3 Z Q J L.L a 8 w o z wo z z z o z0 oa U I CL O X O d p 0 U ¢ a O r�D L z wo ¢o W w rr � wg Cy z U y0 ° O o' z z > Z J to m Q e8 In I z Z 2 N OO< g� a O w' L Oz a cD V z¢ �� L m M m c N co M C U 0 U c0 p r M C) 0.) N T T M � � £ E co o Z Z 3 O u7 C @ a Ea U -1 w Q p c � JOB NO: 20-6584 SCALE : AS NOTED SHEET NO. 6 -1 1 /7\ UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 112" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 1 Old x 1 1/2" RT16A 1020 1160 9 - 1Od x 1 1/2"& 8-1 Od H HTT4 3610 3105 5/8" ANCH. /(18) 10dx1-1/2 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 1 Odx1-1/2" HTT5 5795 5/8" ANCH. /(26) 1 Od x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 --- 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 --- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-1 Od x 1-112" S MTS16 990 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-1 Od x 1-1/2" T MTS20 990 860 14 - 1 Od x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -1 Old x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)1Old NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1 1285 24-1Od x 1 1/2" SP1 555 535 10 - 10d I SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 12-1 Old x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17.19 LOADS — ROOF = L / 360 FLOOR = L / 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 (6) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW, FASTEN TOP CHORDS OF EACH (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 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1 (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4"=1'-0" r 0 W N •p Cle W To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W A_ Q v O 8 w r- co (NO W ik co ®, a)U '� c) rA U U"D .J W u_ -ja y aS LL LL rn a a x 13Z J @�M 0�o ij t o z M N �p ofm 0 m m t W r°2ajO' J Q a $ Z N M¢ U 00 0 z ❑❑❑ W �v CD M z N M o � z Co N z o � � Q � J CZ � r cn M z a u 0 Ln W v W p-- J E = w d ) °J N m • rD C7 C.0 � W z C3 Cl) -0 o < z U- Q E E O z o o� z� ?® ❑a c6� � _ O Q �F UO p U U O 9_ n z 0 a z i " tti U C ¢ a 0, U m 0 0, z Q W r) UE F U1 z z g0 man I 10 a w U r� k oLL W 3 =r CD rl w z< , a� U01 0 c CO = I> N co j M O CL W rn o ' t r, co Np �± = N r— (7) -.1- N rn � M a; E N co o z co EO Cn C a 0 � Q O -j JOB NO: 20-6584 SCALE : AS NOTED SHEET NO. 7 9 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04, 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load < 1 .0 Safe vertical load + Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS o O o o :' :• 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T AO © © O O Or 8RF14-1B/1T 8RF14-0B/1T © O 8F44 1B/1T8F40 1B/1T 8RF400B/1T 81`321B11T ® © ® O O O O O $F16-OB/1T 8F16-1B/1T FO ® O O 81=20-013/1 T FORM & GROUT SOLID LU �0 O #5 BAR CONT. 8F12-1 B/1T O V' LINTEL DETAIL SCALE = N.T.S. 0 i IMEN p E TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J Lll 6F16— B/1T I- J a Co n O tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS cT 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/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR MIN. AT OP (1) REQ'D 1/2" CLEAR ALTERNATE POWERS STEEL LINTEL G d d O d d .M.U. #5 REBAR AT TOP ° Q o d ° d � GROUT MIN. (1) REQ'D 1-1/2" CLEAR C d d G < n J Q A d Ir to ¢ ° Q C.M.U. 5 REBAR AT = w a O BOTTOM OF 0,t' rn z w W 0 U) LINTEL CAVITY t~n uJ Lu ` n OTTOM � ac " REINFORCING Q Q O m J 7-5/8"ACTUAL PROVIDED IN LINTEL °z LL 0 W L" ¢ -' O 3 � n rr a D D (VI A, �° #5 REBAR AT BOTTC AS INDICATED ' NOMINAL WIDTH (VARIES) ccn LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications ,OF O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN - ELEV-Al SCALE: %4"=1'-0" WAI 'O C ��A,f • �, TPQ y s �i �,,,, 1'" 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 - Residenfial 6th Edition. Engineers signature and seal is only for the structure] engineering portions of the drawing pages bearing Engineers signature and seal. y � WE iu ` i co OD pp cp W U N 1 # N M1 N N a N LL C # J W a LL Q 13 (M M W W J LL LLa a of 0�o � me ' °oG m m O W 3 IL (n I a OD o_OL Lo m O t, 6 N Q 0 J O V El El El y. Z m M z N M 0 0 Z m o0sam � o U) Q � d N M z a 1 ter/ _1 cry w � U � Out N �N o o_- c'n w E I o y UCID • o JW M N�Z o 4 ao }o s? O wo z z0 o a co ru Ico CIL K O p ¢ 00 O O AV C O C O It z a¢ Q ¢ a z J o O m g 9 Q W N ;05 p¢ z a0 U O H O � w r � � � O O CID V W z ¢ I a F 00 0 M = > L 0) Cc c N cu CM /'\ O U 00 U CO o d- r co No G� = N_ r T I "I (.0 Lo r N C'7 r E M 0 z cc Z E O M E JOB NO: 20-6584 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERSWITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE . 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS, 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING L G WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2INCHES (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 00 FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2. 4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I"= 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 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-1-P CONCRETE NOT EXPOSED: 1 �„ GROUT FILLED MASONRY: 1 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8, DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2. 1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8' MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED, 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4, 3, 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4,15. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.16. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36136M 05. 4.7. 4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4. 8 .3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of 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 dilutipn. If rainfall occurs before vapor retarder placement, retreatment Is require 9. FBC-R R318.1.5 - C7ncrete overpof and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be appplied under all exterior concrete or grade within V-0" of the structure sidewalIs. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. TYPE: 5B GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 14" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION, DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. I Arrtr \`>>���iil�tt N N + • • J �� N t FL$ ROFE5S1 'f��'�ftP!lttl11lk1` c� `,\ 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 crop Co Q C) 8 N N # v C14 S. J � h-_0 u- mM M W W aa.0� LL� 0 Z mcO=t- - m Q m { W o��rn cn a 0 Z N C)Z U Z OU m u� z N C� O z z � � o r E3 M tJ'I o 2 (D 0 4-J O -�p W p � c r ti�6 f6 U F-- E m i U o C, ¢ m N �� r_ o to Cl) M p Z a E zo oo >� aN z® ECU o CU 03 w 000 CL cc:)E N XO OQ ao °do O� Xz wz �H N (n C zQ ox U .2 FO of Z �Z U,�z Q W N C p o U Bog 2 Z �O o co V w¢ zla d o 3 2M >� � � \W (6 J < C Q 0 U Cfl C/) r- MID I o Np = 11 T T I ' O N (.0 M M `0 T- a) E rM o Z E O E m c U _j Q JOB NO: 20-6584 SCALE : AS NOTED SHEET NO. SN__ Y J I, T_ I__`TT_ CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE / 1++ 15/32" CDX PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult)3 SECOND GUST EXPOSURE "C' WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 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 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both k)aded equally from above) kod Filler bdng 1/8" gap * i FILL CELL STD. 90° HOOK BOND BEAM kn w_ Of STD. 90 I CONT. #5 > o BAR T. #5 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 PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI -�—MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # FLOOR above to bearing below. STUU 2ndDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max. � 4" max. t� Q� L 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. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 4 required when indicated or " max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top flangeuthcuis. - Birdsmouth cuts. N.T.S. - --- - Under 2nd floor column w/ loads 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 101-0 �� at bearing. TANK -LESS W/H H C G O O O 5'-0" a 0 STUB -OUT FOR 1'-O" o ° o GAS METER 0 - - a O � CV 1: • 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. 1 T-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 L Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls 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 Bearin Location Series Depth End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000se BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI600 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-719" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22) NAILS 1 5/81 THRU BOLT SIMPSC w/(22)- NAILS 1 R TRUSS OP PLATE jut TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist FWhen joists meet over wail, provide 1 3/4" minimum bearing for each. I -Joist can be offset Provide adequate healing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls (quash block) 10dnails SECTION @INT. BRG. WALL require additional consideration.- 2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges 6"" A 2" ROUND HOLE MAY 6 6"" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%" 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 ,Any 16 joist 12 1'-0" 1'-1" 1' 2" 1'-2" V-3'° T-9 2-4 2'-11" 3,-7" 4'-2" 4"-9' S 4" Span (ft) 16 1'-0"' 1'-1"' 1'-2" 1'-2" V-T' 2'-S' 3 2' 3'-10" 4'-9" 5'-7" 6'-4" T-2" 20 1'-0" V-1" 1'-2" 1'-2" 2'-0" :Y U' 4-0' 4'-10" 5'-11" 6' 11'. T-11, 8'-11'° 24 1'-0" 1'-1'° 1'-2" 1'-3" 2'-5' 3'-T' 4'-9" 5' 10" 7'-2" 8'-4" 9' 6' 10'-9° NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO, 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT, 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET A/C CHASE 4" PVC SLEEVE THRU STEM N.T.S. WALL Joist hanger Backer block (12" wide min.) II I ICI I n I I III 1 11— I I� T Nail with 10-10d nails. I — Install fight to top flange. SLEEVE THRU STEM ° SEE PLAN FOR °. ° .. FOUNDATION INFO ° a 4' ° STEM FOUNDATION r—GRADE _OCInIC CCC DI AnI \ 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 :1 Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist 0 12� �J tD depth I I -JOISTS BUCKETS N.T.S. rvu v.nmar-,+ rvt., SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. T LOCATION OF SECOND H10A SIMPSON H10(WHEN w/ (18)10d x 1 REQUIRED) NAILS UPLIFT= 1015 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 44" v CENETERED @ PIPE PENETRATION d- a a' d . 4. 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE a d ° / A' G A d n o .. a SEE FND. PLN. SIZE & REINF. /^V6 C.)4-1 4 `w 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. & ' I- Aga,I E to pppp O V U N N it O O c0 5 J N N C: n C,U0 C) LL O N J r LL J d ;j N M M W U- a a M LL� Lu J 0 Z cu �It 0X �O(p W L M coOJ o� W Z � —10 a- U� M Z W N Q U 0U ❑❑❑ 0 0 z Co N z a Q J — r N M z v a-1 � LL "". �U o O w g U@& V) �N y v 1 1 " J E ems'•.. n i (� 4 ° N - o w M � Z � J E o E za o� wj Zo zo oa v0 � o E XO o< O o< dz z o LQO z 12 - _ — zo y U hm 0, ZF o a� Cn J Cl)Q) <:1 a< aw z z go SZ USao ' a o 3. w¢ =r �a NJO ct z¢ I F oU3 CO > m W 0 N co CN U CD W U O r co cvp 0 d" = N T /t\ I T d' L / T N C') � LID T a N c 0 to Z , E 0 CU d U ° o Q 0 c JOB NO : 20-6584 SCALE : AS NOTED SHEET NO., N 1 v+ 3 v a N O 0 J 00 LO CID 0 i Q rn x 0 00 cc LID N 3 C a 0 O i v a N O OE J i U 0 c 0 U U -o U iz: N 0 4i v 0 0 d 0 0 LO 0 w Q m 0 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INSU 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —� CHART ON FLOOR - PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL; 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 7VIF 7/)_ II II II II 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12) 10d NAILS (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD @ 6" MAX FROM END OF 2 x PLATE SLAB &BLOCK N 5/8"° x 10" "J" BOLT @ 24" O.C. W/ (1) LAYER TYPE II #30 (2) #5 CONT. ON 3" �_ 2"°x3/16" PLATE WASHER (TYP.) ( ) 6 x 6 W1.4 x W1.4 (ALT: 1/2"x12" TITEN HD @ 24" O.C. UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH "' `' ELEV. 0'-0" (A 5:112"x' WEDGE ANCHOR @ 24" PITCH > 4:12 , 2" (2) LAYERS TYPE I OR TYPE II G 4 A.F.F. O.C.) (#15 OR #30) UNDERLAYMENT -III= I �I I I=I °S a ° °' I �I 11=I 1= I I= o ° a z 31 /2"MIN. FOR ROOF PITCH A 12 OR LESS. LTIII I I-1 I (=III D D • i I I_I—I I=III ' a ° ` ` ° ° ELEV. 4-312' Z � I_I PRE ENGINEERED WOOD I I„I 111=I — — ''rl TRUSS @ 24" O.C. U.N.O.i'- HURRICANE ANCHOR @EACH I F—=I I II i �I I I zz/ TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 4 ELEV. VARIES FOR ADDITIONAL SLAB — — INFORMATION. ALUMINUM DRIP EDGE A.F.F. o ° a ° 2x4 CONT- a o a a° `° 31 /2"(min. - 4" I � I=1 I I D° GARAGE DEPTH VARIES Q _ 1 IEI I I FE _III —I ° ° a 4 I I ,ir IIIf (2) #5 CONT. 4„ U.N.O. GARAGE SLAB AT STEP B TYPICAL BEARING WALL SCALE: 3/4"=1'-0" "SHEAR WALL" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING %12'N.O,\ 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10) 10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 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. (12) 10d NAILS U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ (1) ROW 2x BLOCKING @ MID HGT. FOR HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TID WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'4'. INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ 10 10d NAILS "SIMILAR AT FOUNDATION SIMPSON SP1 w/ (10)10d NAILS ( ) IF NOTED, THIS REFERS T STEP, SIZE OF FOUNDATIO 2x P.T. BOTTOM PLATE REINFORCEMENT AND WIL2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 INCLUDE THE WALL6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH 31/2" MIN. ° T D ° 11= =111�; I'31/2"(min.)-4" °_HI II=III=III='31/2"(min.)-4„ I — — a 1=1 I �I 11= I11 I I (=1 I I-- 31 /2"(min) - .4"=111=11 _ III —I I� I' (2) #5 CONT. U.N.O. i MIN. SHEARWALL C TYPICAL BEARING WALL @ STEP rCC SCALE:3/4"=V-0" S-1 SCALE:3/4"=1'-0" S3 SE�UP� Pis M EE SOFFIT SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 0\ N, aps �o ��N °°�' 1 ROW 2x BLOCKING MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE; 2x BLOCKING @ 3rd PTS FOR BLOCK W/ 1#5 CONT. 1 " x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR WALL HGT. > 8'4'. FILLED SOLID W/GROUT _ v #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @GARAGE SEE CC/S3 OR G/S3 FOR ANCHOR N LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 MOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" ' J' BOLTS BOLT 5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3116" @ 3RD LAYER 1/8" THICK. K,O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR TYPE "S" MORTAR WALL SEE GG/S3 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD SPACE ANCHOR 3500#, MIN. TENSION 2600# ) *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP 24" MIN. LAP [ 1 #5 REINFORCING BOLTS 6` MAX FROM E 6 x 6 W1.4 x W1.4 �, w/ (10)10d NAILS N FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH M ARCHITECTURAL FINISH TYP. 2x P.T. PLATE ASSUMED FINISHED E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR o — , .. . a N %—�— _ z_ #3 & #4 LAP SPLICE GRADE - o n 01 GRADE 40 MIN. Fy= 40ks1 x2 PT WD FURRING @ 24" O.C. 111-I I I III 11—I I I_I I I_I I I_ _ FINISH GRADE 00 [GRADE 60 MIN. Fy= 60ksi] a I �II=1 I I—) I I I D III I I I=1 11=III-' CL (1) #5 VERT. IN FILL MONO OR STEMWALL Z M 25" MIN. LAP [30" MIN. LAP] < i 1/2" GYPSUM WALLBOARD ° — �. U.N.O. CELLS (SEE FOOTING MONO SHOWN p p ° p r�I _ - w FOUNDATION PLAN FOR CLARITY o ° _ _ _ _ ___ °O 6 MIL VAPOR BARRIER I o ° I I III I I O° �' 1= _ _ —' FOR LOCATIONS I I=I °' ( _ #5 REINFORCING BAR R 1 7/8' _ I I I I=III=1I I=1 I I I=III I I=1II— p o D p P — I —I 1 I —I I I-1 I —I 1—I III —III —III —III III —I i I I 11- 1x4 P.T. BASE NAILER ° I -- — I N z t- — I- 4'rx4"INSPECTION D D ° I � 1=1 I— � = = I -1 1- ? -I ° -- r � #5 LAP SPLICE 2 #5 CONT. � —III III III, , I I=III, , , I 3 1/4" BA EB AR PORT AT EACH NOTE: g ° p P I= = I=1 = I= =� I N I e 1 _ I I �� HAIR 8" V 4" 8" s o D III III III III III III , ill— T�7 }� ( ) �I I 1=1 I 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS FOR BEARING WALL _I r COMP. SOIL. (COMPACTED TO —_ I (TYP.) FILLED CELL TYPICAL =III= (=III=III= — MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY _ _ _ _ _ _ —_= 95% MODIFIED PROCTOR ASTM 10" M AT GARAGE CONTRACTOR III-1 —= =III=) 1=1 = = I = = = =I I= =1 -III D1557)� 1�I t r " '— r r—f7 f #6 REINFORCING BAR #5 STD. 90 HC10K MIN PSI MAY VARY PER � =ITI- i = i I —I i = i = i = i = i = —III— i == i = —1 � 4" 1'-a° TYPICAL INTERIOR BEARING MUNICIPALITY. TO CUT BLOCK OR POUR "—I i—III-i _ CURB DUE TO SLOPE —� � �—i i I —I i I � � �—� � � #6 LAP SPLICE CONCRETE SLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS ("'F� WALL W/ UPLIFT G W1.4XW1.4 WWF OR = "FIBERMESH" DECO FINISH 4" to 6" „_ ,_ BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 0„ S3 SLAB INFORMATION, L I,00 Cl, �t _= 11=111=1 I r ° °° I A 6 x 6 W1.4 x W1.4 ° °O 31/2" WWF OR FIBERMESH 6 MIL VAPOR_ D „ BARRIER f '' 1 I— g min.) 4 p i " • II "' r = ° ' ° �* GRADE COMP. SOIL. ° (COMPACTED TO 95% IT I I MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4" (1 STORY) STD. 90 HOOK (SEE ON 3" CHAIRS TYP. 4„ V-8" (2 STORY) DETAIL U.N.O. ) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETEPSLAB 14" E O.H.D. RECESS z M •. ITf60 =T SEE A/S3 OR J/S6 _I •• I I IM 1, FOR REINF. INFO. 3 MIN. CLEARANCE 1' 4" (1 STOR)) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR)) GARAGE DOOR SLAB RECESS ,J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. °° — — — — — — _lll—ITi—F =(1) #5 REBAR w/ OPT. I I1=1I1=1 11= I1= I1=T= I1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS N M C`1 A' • ;, ' 1 1IF Ii SEE A/S3 OR J/S6 -I l i I I �11 FOR REINF. INFO. 3" MIN. CLEARANCE T-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR WWF FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ° AT 24" O.C. MAX. .' CONNECTION INFO; SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM Is=1I T SEE ROOF PLAN FOR STRUCTURAL =00 c — — — ° ° G ° c M C (2) HTS20 BEAM SIZE & N a CONNECTION INFO M P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEAW A.• INTERIOR a -31 /2" 1. .• • ° -T ve • CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB _ m a I— M 6 MIL VAPOR BARRIER 2x4 #2 SYP P.T. FRAMING w/ T ' - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 fi r—' 811 zz ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 N w SCHEDULE EE ¢ SEE TYP. WALL SECTION FOR ADDITIONAL w 6x6 P.T. #2 SYP SLAB INFORMATION J Uj rM w ABU66 SLAB STEP & RECESS 6@ S.G.D. SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -- EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD E INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. „ ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS oo z GRADE a E M FILLED SOLID (SEE PLAN FOR = 6 x 6 W1.4 x W1.4 C SIZE AND REINFORCEMENT) ° • T WWF OR FIBERMESH '- coIL z � w =— f— a w I— — — —I 1= w 1=1 11=1 1=1 1- z 0'-0" FIN. FLR.� BRICK PAVERS or SLAB PER COMMUNITY SPECS p o `" I= ! ' a —_— _—_' �,� z < ° a =I —1 1-1—I 1=1 I — Q =1 1=1—=— J TTi I� jT=Ti=T=1 T t fr=fr III III=1 1=1 I —III —III FOOTING III —III —III— L) 1= I1=1 I I, I II l l 11 l l 11 l l -III III=' BEYOND 7 _fly= iT� •:. PAD REINFORCEMENT 11 ,l 3 MIN. CLEARANCE ,, ,.: • . Y • , . �• SEE SCHEDULE I .., INFO. SEE SCHEDULE '.NTERIOR WALL SLAB STEP NOW K TAPERED COLUMN FRAMING D1 PATIO COLUMN FTG. DETAIL N •ppprrpppr i 'ago vv/v `\,e\ .� �•.'�'�iSE-• 4' a �( ®R Z SSIB�1E4\��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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ,- M1 N F „y �l �E c00 O N Q (p °p v N it N O C', u N J LL O N N �" M (4J W QQj r N LL LJL. a co (0 W W a 0 Z J a LL s K 1 ZE 0 m o m y3� W W O Z. r- m < < moo° a X6t y ` 00Ci N N co Q V O J z o ❑❑❑ � O z � N z o � J — Ln a N � _ o -1 O Ul vim�zD � S Cn m E s S m! zir.. v o c Cn 04 ri 0 �m C:,w �z M M o 0 � Z S i J ,L Q o E: l7 ¢ zo w� Z >o zo Za oco 0 0a W K 00 0� O E C:,as % I� a0 ao X, it J W C: Cy _ C Z 0 m , 0, Zr z Cl)m N y } w g 4 W �z o V n 3 '0 az �w A aLL w w� 3 =� >° o CAD v z¢ a 0 M � L n' m M T W C:CN nC' Q U Q0 \� C V r CIO Np T— (y) M LO at C w N C 7 0 Z Z =3 E O m cc a E U Q p C: JOB NO : 20-6584 SCALE : AS NOTED SHEET NO 3 (MONO) 3 IR Q c v S M 0 0 oo 1 N a M 0 0 J oo uO CD N ,7 i c 3 a 0 i a E Q 0 c J i U 0 c i _o a i 0 0 a) t7 0 0 0 0 a 0 0 LO 0 W cr a m (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 --1 ( )� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM 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 INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL('� 1� SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYpj SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D - 2x BLOCKING @ MID POINT EVERY OTHER F--�STUDW/(3)l0d .+ 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 BLOCKING (TYP.) PROOF 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. I I T__r_ 1 GL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11"DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/(1)#5 FOR CONCRETE PLACEMENT a g" STD.90'HOOK g" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL #5 VERTICAL SEE FDN. PLANN FOR LOCATION NOTES: 1D 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. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1!2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J J _ cr W 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL • SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. ° d POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E 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. sF p�tioo� ZqN 2x CRIPPLES @ —i 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. x8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NnT TRANSFFR I nAD 2x6P.' J-BOLT TRACK BRACKET FOP a 9ARAG E IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK (KN� 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' 1 (2) (3) (2) 1 (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 �(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. O� �R SIMPSON HTT4 TYP. OA U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 (P) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS 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 (T O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER �/ UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KN EEWALL 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 G' O� 10d @ 8" O/C STD . ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. �+A F= 2240 LBS �7'+ SIMPSON C L 2X P.T. PLATE SIMPSON SP4 JIMI JUN sr4 SP2 SIMPSON SIMPSON SP1 SIMPSON SP4 10( ST J M TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 a a a d 2X8 P.T. BOTTOM P TE SIMPSON SP2 � NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL EBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END W U v? a 2x TOP PLATE T W 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" ` O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° e • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) HDU4-SDS2.5 wl (10)1/4" x 21/2" SDS (3285# SPF) • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)114" x 21/2" SDS (5665# SPF) • HDUl l-SDS2.5 w/ (30)1/4" x 2 l/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 SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" \GGERED 3OLTS @ 24" O.C. �X 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 C ROOF TRUSS ABOVE /— 2X BLOCKING O -(2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. / STAGGERED STAGGERED a � d d0 d 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" WITH O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. 4��5�°ca�i€iIi�i.. G t 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 Engineer's signature and seal. E co r 1 O N co ap Amb O V U N it O p cp N ^ LL 0 N � A LL J d N cN W LL W mUu: a 0- X O Z QO F- 11 r O L= O O m m 0 � .co m ' W og W U rn j o � OU O O ❑ z to N M O r E3 �Q) c� s LL 1 , f6 w A u 0 LuQ) g N N = w. f6 v r _ J E — 2 8 I - = w o N m m r— o M w M M o Q U_ Q 0O wo N z0 oa E V cu cu r6 cs U U ao U r OU 0 ra CV ro It¢o ado wz rW ry o y U N no ° O u� z J m a ° of Q W �z z go �z cD O w >° v zl¢ a= 0 3 2M 0 = e ^LI, 0, cc 2 W cc 0 c 1 N cry 1 N C Y C) r r co Np CN /T1 T d L r N CD rn 7 C') r M M N y o Z z O m a � °' U Q 0 a) JOB NO : 20-6584 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SIDS 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 10d x NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) ( ) 2' x4' OUTLOOKER SEE STRUCTURAL NOTES AND 2"x4" 10d x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H10A w/ 18 SHEATHING DETAIL 10d x 1 12" AT EA, SEE STRUCTURAL NOTES ( () ( ) OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 12" AT EA TOP CHORD BLOCKING FOR : • @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER SHEATHING DETAIL AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL FIRST FOUR ROWS 45° ± 24 MAX' TOP CORD BLOCKING 45'± 2X4 CONT"L" BRACE TOP CORD BLOCKING ES TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES 2x4 BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES IN SHEATHING APPROX. 8" FROM RO OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d @ 8'-0" 0/C. o EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ AT LEAST WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) (SEE A APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d SIMPSON H2.5A w/ (10) 8d FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS °� •' BLOCKING ATTACHED W/ 10d EA. END ; NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD7 GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED Ir THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" 0/C SPACED @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L"BRACE HERE ROWS OF TRUSSES FRO MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP, TOP & BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"X2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 2 10d NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) SEE STRUCTURAL NOTES SP8 FOR 2x8 WALL) OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24° TOP CORD O.C. (OPTIONAL - SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4"CROSS BRACE 24" MAX. EDGES OF APPROX. 8" FROM SHEATHING TYP. FASTENED FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT W/ 2) 10d & (2) 10d EACH JOINT W/ (2) AT LEAST 90% OF WEB TOE NAILS @ EA. END 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 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAIL NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2) 16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4'7 ON TOP OF PANEL SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" 10dx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4) 1/4"x3" 10dx3" @ 4" 0/C SDS SCREWS TO PLATES AT 36" Q.C. SIMPSON SP2 w/ (12) 10d 2 4 LEDGER MATCH BOTTOM NAILS AT EACH STUD x ( DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REFER TO DETAIL J 10d x 1 12" AT EA. 2x4 OUTLOOKER ON SHEET S5 FOR f r SEE STRUCTURAL OUTLOOKER @ 24" O/C X-BRACING, AND TOP "' M NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR oo INFORMATION °° SHEATHING DETAIL FIRST FOUR RO@WS 1 1 1 2"x4"CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) "L" BRACE TO EXTEND AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 1 1 2 1 1 2 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 TRUSS SPANS `/URI' NAILS @ EA. END GABLE TRUSS ATTACHED W/ 2 -16d 2X4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT 40� 1� @ 48" O/C FOR THE (2) 16d NAILS OSB SHEATHING ATTACHED (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 FIRST (4) ROWS OF W/ 10d NAILS @ 6 O.C. 2x4 BLOCKING 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD @ (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2') OR EQUAL (D = 0.207", L = 41/2") OR EQUAL O/C w/ (2) 16d END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4'T' ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/- 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN, a� COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION('9 - D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE:3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( 8� SECTION ADDITIONAL INFORMATION. 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT IIINIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) 10dx3" O/C @ TOENAIL-)6" O/C RUNN W/ (2) 16d TYPICAL (2)16d PER NAILS JOINT f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12 6.9 MAX. 1 GABLE TRUSS v� "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 S5 ALTERNATE NON -DROP GABLE END DETAIL 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. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. SrJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP �- MINIMUM (2) 16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) O z w BRACING w/ (3) 10d x 3" AT s • EACH CONN. @ 24" O/C SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING—,,,,2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" 1" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACES AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN, ---- O LU o O O zUj W 0 O � 0 r—CLU3 Q � Q o T X o o X Q � L ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" 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 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) i—GABLE TRUSS `-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION i l Ittt�,. "'An r S: 1 a� � To the best of the Engineer's knowledge, information and belief, the structural plans', and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer s signature and seal. 0 w �t E O � O O N [O op N _ U sY A N U v N N a J W LL J d LL .4 0 >> N M M J u W ' w of z o ' Z tmo p + �00 �] m J w _k w o��rn � ❑ a _ � MN Z ❑ U en T Q OU O J z w ❑�M Z N o O z E D z o M z W �N \l o 4-1 •U Q A t6 0 o Nlaw ( N v uJ l !!=� V O N c � Q O ®0 o cco w z M g Z a g- o E =o 0o wz >o Q� _® oa U ctsm0 I— C XU a< 00 O� Nao ww C - c Y �o O 1 ZF >Z J i Q� o� Zz a0 Q 29 nw U�0 o w >O V za M .N M L n1 m \W m J M CN �1 N 0 5 CU (�o a✓ T '�i N (D O .,— = N 1— T d� r co E c N co Z ca Z m E o N 0-U E _j Q p JOB NO : 20-6584 SCALE : AS NOTED SHEET NO. S5 3 S a v O 0 LL 3 co N (Y rn (Y C 0 J I O i 3 a N O i a E F2 2 E- 0 S 0 J y W E2 U 0 U _o a CL 0 U -0 r7 N N 0 0 0 a 0 0 LO Of W Q m 3 0 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION , DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT PROPER INSTALLATION MAX. 8 DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 #5 REBAR TYP, ` (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1x4 P.T. 3/16"0 X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16"0 FURRING TAPCONS (2) ROWS 3/16" x 3-1/2" #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16" O.C. & 4" 2X8 STAGGERED @ 16" (TYP) ` ' 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /2„ DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 0TD. 90° HOOK (TYP.) STD. 90A ` @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID HOOK (TYP.) BOTH CELLS FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER 1x4 P.T. TAL SEAT PLATE TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL APPROVAL FOR CONN. 1X4 NOTE:TO P SHEATHING r[B EACH END W/ MIN TO PRODUCT DOOR JAMB (REFEREllaL7/ TO PRODUCT 2" EDGE DISMT. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' ` D TTOM OF BAND IST TYPICAL APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" 1x4 () O.C. & 4" FROM EACH TAPCON 16" O.C. & FURRING @ END MIN. 2" EDGE DIST. NOTC @FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ C ' ±2" w/ (4) 1/4x1 1/2" SIDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` INTO BAND JOIST & (4) 1/4"x2 3/4" INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C' 3-1 /4" DETAIL NOTCH WEB AT THE +5" FIRST 2 COURSES ` TITEN BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER PLAN FOUNDATION FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRA SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. q-q 10 = 1610 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX :� SOLID W/GROUT ir 2'-0" 8" 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. &BUCK 1/4" x 3 1/4" TAPCONS :a 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 #) 4 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRucTIONs. ' ° °'' •. •• SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL ..:° ..: OVERHAN •° CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. e' INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 1Od NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL NTS 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU MIN. OF BRACE F 2 X 4 #2 SYP SCAB TO SIDE OUP TO 2'-6" TRUSS AS SHOWN FOR O.H.4" 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 4h WOOD DOUBLE 2X4 SCAB FOR 2r 6 TO 4 - O O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)1 Od NAILS @ 8" O.C. ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2' HD TITEN (CENTERED) w/ x O�FRjYgh TO TRUSS TOP CHORD MIN. 4 EMBEDMENT AT 16 O.C. + CFN�Ty r rr 1-Oii 5r -O SCALE: N.T.S. SS 12 + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE f + + TRUSS COMPANY OR PLAN 2X6 #2 SYP @ 24 O.C. + + + + + BLOCKING AS INISH FLO QJR ° • •. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED ,1/4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TRUSS + TO SUPPORT SOFFIT ° • • ° :' a ; .� P.. #5 BAR x iD >' # 2 -0 8 + + 10„ p e G CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + b ° "> 9 H IN TOP b 1 X 4 FURRING BLKG. &SUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP . ®s EACH TRUSS > • . ° o KNOCKOUT / iv ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR °� _ d MONO FOOTING � _� I ' ,a ••, ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE (3) 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN ° 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 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 BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD o °'• 9 SCRIBE NOTCH BACKSIDE (NOTCH) 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION o garHOOK �+ r #5 BAR IN •__ TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL ' �' • �'� ' �'� ' ° ' 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") . , •. . .- N .� It ., INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)1 Od NAILS EQUAL EQUAL WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" L: � � .. .- . .- . .. ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = 1'-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY 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 x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS STUDS & - NAILHTT4 U S & (1) COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. L O 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'_p" EPDXY MIN. 6" EMBEDMENT & O 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- LL' NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE , O v THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL p ;' o v aJ A REINFORCING AS FOLLOWS: SEALANT a j * PLACE E LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. c _ — — — — — 11� Tff� TI�TI f- P — r 3 #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/—I — — I U z _ a EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL — — — I I� _ = r cn LO FILLED CELL SMOOTH. DO NO FURROW, ° DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT , I GRADE o — G m= SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP D � ° `. '`::�;'.•. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: M z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T n . TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° ��a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A S ECTI O N 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 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. r :' •• G 4 .'� 1�` NE/ltttl{i1t���1 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. W �Eto 1- N CAD OD ffffs_ N # D a, o m Go LL 6 �M W U L J L` a a it ZC.,o� oCc W 0��� Q Qm W � o J�a a T. N in L < LL CO Z 0 N U J z OU ❑❑❑ W Z N M o g z z o J _ M cn z 0 o LL 4-•d Ll! Um 0 � � N U LSJ J L zW 0~ U) tffil 14 CDw co JZ Cl) M z z z LL. Q o Wz w=Zo > o oa ctsroW. — E O � a¢ 0° 0 oQ az N � L ado ¢ ❑ ro i toC, J Y 2 Nm Z Z QW to a ° o z 50 N L1 U az oLL z �a =� wa C7 >° o c0 za a 03 nL� ch \W � ./ (D t° CV co U W r cc C) I , LT r ' T ` V C,p C'7 M L0 M w M N iri o Z Z E E U J Q 0 J JOB NO : 20-6584 SCALE : AS NOTED SHEET NO. SS a N v Pj 0 J 00 LO I N a Q7 _ M 0 J LO to 0 i _ i _ 3 a N N 0 a E H 03 E: 0 v _ J N r7 0 0 U i .a 0- 0 v U J ti 0 v 0 a 0 0 0 0 E3 W m CROSS BRACING DETAIL (TYP.) SCALE: NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0' O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS 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 --H 1-4N N 11 DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT `-Tg ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB X-\ 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 MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -� 1 A A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR //—ROOFSYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: NTS DIAGONAL AT 8'-0" MAX WOOD TRUSS SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING TYP. BETWEEN TRUSSES TRUSS SECT. A -A �A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) C. (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: NTS (2) 2x8 #2 SYP wr O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY MASONRY WALL 4 SCALE: NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) L.SEE PLAN L. #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) FOR CANT. 10d TOP & BOTTOM SPLIT TO TIE BEAMS TOGETHER 10d INTO BEAM -SEE OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM „ 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT--/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES ROOF SHEATHING ATTACHED PER 2X4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP -- SEE TRUSS PLAN PLATE & (2) 12d END NAILS TO TRUSS MIN. (2) 2x4 SPF TOP FOR CONNECTION INFORMATION. BOTTOM CHORD PLATE 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 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 16" O.C. MAX. INFO. ° > SECTION-@ ENTRY 8 SCALE: NTS SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. "-' SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON B SC EDU E/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT A SEE ROOF PLAN FOR BEAM SIZE & SCALE: 3/4"=V-0" CONNECTION INFO. BM. SPLICE OVER CENTER OF POST A A I SEE PLAN FOR Ag�, SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE PLAN FOR CANTILEVER IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" iX 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 a@ FLOOR CONNECTION 22 SCALE: NTS SEE VS5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS C: • 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. �• MASONRY WALL BELOW: SIMPSON HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS ° SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3) 10d SCALE: NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. • • SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF rg SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. 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 NO • J 10 FL 11�3 III I m0\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 stru ural engineering portions of the drawing pages bearing Engineers signature and seal. - . kg W v EE o. 9 O O (o N � N � -. (O J N ,7 0) N . V N N W�a u- M �6 a) M M m uJ u- W a a � J g-o 7 co .0O m M W W Qe" og�a, 05 a a Z N N Z M �' O N U z Q O U ❑❑❑ v M � N M O c Q M z v �_ Qu) A o LL W E �°Dou � N �, p N CD Eel LI) J H jj� G U O N Q • -o N ti W M z oS z U_ Q E E O wo �� F >o ¢s _® on ro x6 a< _° °, a N@ L°d ¢o ww ro z U m 0 p U5 J NO Qz �2 $ ZZ 5°0 dz �w <� 30 �~ o w >0 a t0 s< Z ¢ o U C 0 CU W m (Dco N � N ^C^,, m L) C� W c o04 d- T co O N r yr, I T V L/ N M CD � M LO r E w N co o Z Z E O CU a E c� _j Q o JOB NO: 20-6584 SCALE : AS NOTED SHEET NO. D1 THESE DETAILS ARE GENERIC AND 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 t 2) SEALANT JOINT AWINDOW 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME TO WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE W" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER SRESISITIVE BARRIER TAPE (ASSEMBLED WINDOW 7 HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure I 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 E` DO NO' BOTTO ❑I nnlr_�. �nI n I Io WEATHER ✓E BARRIER & IARILY SECURE SELF -ADHERED FLASHING Scale: NITS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 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 asEin 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 WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN 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) 4SHING E AM rr.n�nuvia r�r��nlrvu O 2 SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH 1/2" DUROCK- V-4" PER PLAN 1'-0" PER PLAN 8" CMU 4"OR8"CMU - ° (PER SEAT DEPTH) ° FILL WITH GROUT a ° SLOPED MUD BED ° ° VINYL SHOWER PAN H SLOPE ° 4 a SHOWER SEAT WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING v C SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER Z = W C7 U W w Q Lu w Lu O U) 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 FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is SELF -ADHERED FLASHING 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 EXTERIOR providing a weather -resistive barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish CEMT. FIN. systems, architectural trim and embellishments such as cornices, soffits, and fascias. BUILDING PAPER WIRE LATH 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 2 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 1 SELF -ADHERED FLASHING , CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 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 MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE cavityor penetration of water to the buildingstructural framingcomponents. Self -adhered membranes used as flashingshall comply with p p y FLASHING JAMB & HEAD FLASHING, SEE FLASHING SELF -ADHERED FLASHING AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or FLANGED WINDOW (SEE DETAIL WP01) ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard g p p 1 p pp SCORED as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing RELEASE PAPER shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: ' �`� (BEFORE FOLDING, SCORE 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" RELEASE PAPER TO ADHESIVE AS SHOWN) finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings VERTICALLY FROM BOTTOM OF THRESHOLD :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 ml wo, 'Amn PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A ON SELF -ADHERED FLASHING INSIDE CORNER �Ground� FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY 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 sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 5 1.2. In accordance with the flashing design or method of a registered design professional. 4 1.3. In accordance with other approved methods. 6 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 21400. 7 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. ' • 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in autters. Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) � a DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGL4SS \STER STOP p NTINUOUS BACKER ROD EALANT MENTITIOUS FINISH RAL FRAMING RAL SHEATHING SAF PLANE WRB .AK WRB THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing _Stampede or similar 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 butt joints need to becaulked using Stampede or sim. caulk for all �l U lJL / (Q F� 0 C4 o_ O 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 Engineer's signature and seal. W ,Wg ay d E o � 8 D p°p° c 4 0 m d 1 a)J J N L 7- U)N N W u d Q6:: j M 'M NLLW W ' ° a� P: Jam zo Z @C� L:2 5'MN(0 = m O m m W F� W o2nrn U5 Z N co Z Q (J 0 J OU ❑❑❑ W V M 0 0 z z o to - N (D z9 1, �T L C/3 U w U � 0-, O cn un w o urs (U U w J F^ _ E l" ml '? I f rn w Oo Offi- Cl) M o Z a 4 J cE E 0 y tt os�� F= 2 zb D a -C1�< E K O OU g� xQ ZN ¢o < a rw L W _ co z . m 0 o O, Z� ZI W ° o 12 w 1z 3z Q T < a z N U o -P oz r =3 CD mia oQ ° �M 0 In > d- L, WAl � J M N .-. a)O ca U Cb U T CN U o = I N T r � r M o) rn E Z c N 2 Z E E O a ci 1 ¢ o JOB NO: 20-65 4 SCALE : AS NOTItD SHEET NO. W P I -li-i' (D CD I I " I .1, A3 .......... -1. ....... 11 .............. I .... ..... ... I ...... ....... ............ I ....... HD210-2 FL17244,1 ................................. rEi,�Id... ... ..... ....... . ..... � ..... I - 1". ��� 11 1, .���� �' � � 1, ' ' ,,, � - �' I' �"' � - , . ! i ESR-3455 12r3112020 .. � ... I ... � ... -1- .. . ..... I ....... . .....- ..... I ..... -1. ... 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I 12/31/2020 .... . .. . .... ...................... . .... � 1213112020 ..... ....... ...... I .... "..... ...... ..... 12Y3112020 LSTA36 LTri 9 LTT20B LTT131 - LTS12 FL10852-5 . FLI 1496.3 FL1 1496.3 FI-114953 R-1045619 ESR-2105 . ER-1 30 - - --- - ER-1 30 ER-1 30 -.... ESR-2613 12/31/20?9 ... ....... � ...... 12ISiT 20 .- . .... I .................... . .......... � 12/31/2020 12/31/20ib' ....... 11 ... I. i�jdii 20 D. ROOF VENTILATORS Tbompson Arch Metal Comp. Off Ridge Vents FL1 6918.1 - FL16918.4 N/A 9/9/2026 FloridaDepartment of Business & Professional Regulation Page I of2 Building Codes and Standards 3,28/2018 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2020 . Lomanco, Inc DA-4 Exahust Vent FL1 72OZ 1 N/A 7/1012021 E. ROOFING TILES Borall Tile Villa 900 FL7849,27 - FL7849.28 N/A 12/31/2020 B oral Tile Saxony 900 FL7849A6 - FI-7849�20 N/A 12131/2020 Product Approval Application Detail 1 ... ....... - .............. -[U. .1 ............ 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METAL ROOF Gulf Coast Supply & Manufacturing, LL 0.03T Aluminum GulfLok 16" wide roof panel FL1 1651.2 R3 N/A 4112/2024 NONNIM V � i�� - ESR-3455 12/31/2020 A34 FL1 0446.3 ESR-26M 12131/2020 CodeEntltv or Date Date Oat; Pandina Date Tvpe Version Manufacturer Contact Enulneer & License Validated By Validated Submitted Fill Approval Approved status Revision 2017 Gulf Coast Supply & Manufacturing, L L.C. Eng David Daniel S. Kuhn Locke Bowden P.E. 1011212017 10110/2017 10/17/2017 12/12J2017 Approved Category: Roaring (352) 498-0778 PE-75519 (334) 300-1800 Subcategory: Metal Roaring info@gulfcciastsupply.ocrin Compliance Method: EvaOuation Report from a MP4F I .......... � ...... � ........................... . ................ � ....... � ........ � MP5 FL17244-24 ......................... . ...... . ........ ........... I ............ - ........... � ...... I .......... . . FL1724412 ESR-3455 .... . ..... . . ....................... - ......... � ............... .. � .... � . . ................... -.- ................................. - .............. � .... ... -1- ESR-3455 12/3112020 ... 1.1-1---l- ........... . 1213112= LTP4 LS50 FL10446.19 FL10*16. 18 ESR-M . ESR-2006 12131/2020 ...... � ........ . ....... �� ... . ............ 12/31/2020 5 � SHUTTERS A . STORM PANELS Global Protection Products Galvanized Steel Storrn Panels FL15076.1 - FL150761 N/A 'T2/31/2020 12/3112020 MPH3516 ........ . . . .............. M.�:fki-� .............. � ............ FL17240-3 .. I ..... � ........ I .......... -�ij - - --.- ............... !� ESR-3447 . . .............. . ........ . � ... . .......... � ...... . ............. . ...... . .......... � ................. � ............... .. � ..... � ......................... ... . .... ESR-3455 12l'3112020 .. .. � .... ...... � ............ . ... . ....... 12i3l/2020 WMI416 MSTA12 FL10fflT86 FI-10852�8 ESR-2615 . ESR-2105 12/31/2020 . ............ � ...... � ....................... 1213112020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA .............. . MSTA15 FI-17244A8 ESR-3455 12/3112020 MSTA15 FL10852.8 ESR-2105 12/3112D20 6. STRUCTURAL COMPONENTS Florida Registered Architect or a Licensed Flonda ProfessionalEngineer ; I , 11 . , I , - - --1-1-' , 1 -1 ��' ", I , , �- , �' I '-'�-6,"",- 1� ' - - - ' , ' , � I � 1� , , - � �' - " - - " " " ''' - , - ' ' - '' I ..... I-, � i'd .............. I ... 1-1.. .1 ............. I ..... I..... � ---.- ........... I ... I ... I................. ......... k.T� id .... ............... I ......... ................... I .... I .... ... .i. .. .............. . ...................... A8 .... I-- ...................................... - ....... ...."-.1 .... - ........... - . . .............. I ... 1. .... �.. .... -......'... ......... ..."...- ... � ...... ESR-3455 .............. I ................................... 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WOOD CONNECTORS/ USP Structural Conn. see chart I , �- , , -1:'1- - � _ � -, - ' 11 ""'' : - , 7, , - , � 11 I 11 I - ' , , '' --' - '� �_';" -, I -"'6"";' ","k,", " -'111" "l'!,-"",-'�ll'�'ll""I"�',�ll-I'�'ll"".���,,�'-,�l-"�'I , " '- - - ' - � -'- '�'�12�':�,-�`%,-" �g"-� -111, , 111� 4j � ' " � �� , , � I I - ­ ,,, -1 ""'--,' , ' ' -' -� , " ' "-, - -, �-' ",-',� """ � �-��'"' -, � ,,, :' " ' - , , -�' """I"j, � �� � �: q " -1��",,-"",-"'-,-.,,�.-I"-"��l'.�'l,""""' I I , , ��'�� -, " I -- - , "� � , 111--, '' " � , - '' -, :W� , , �, �� I I , I -1 -1- I , , I e"-- " - ""-, -'--�111' "" , - " , - I "I', � I' � � � � -, ��"-"' I � � 1� 1'1'11,�"�"-'�'- I - I I � �'� ' " -1- �� --", .... .. '� , 11-1111.1 -"",%,�'I'll-l�"I'l�""I'�""-,"-"--,""�""�'l" -� - , "I 9W - , - - ....... � ...... . --- .... I ............ � ....... -.1 ....... I ....... I .... I ... I........." MSTA36 .. ............ ---l-l'... ... � .................................. - ............ ........ 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I .... . ............... --'. -' '- -- - - - --- - - --- ---- ----'---' jWCkbRS Simpson Strong -Tie see chart Quality Assurance Appro for Use Approved for Use Impact Desion sea # Product Model, Number or Name Product Description Cant act Expiration Date In KVHZ Outside HVHZ Resistant Pressure 1 0,032&quot; Aluminum 5V Crimp Min 0.032&quot; 5 V Crimp Aluminum Roof Panel 04/12/2024 No Yes NIA ,N/At over 15/32&quot; Plywood -108.5PSF 2 0.032&quot; Aluminum Gulf Lok Min 0.012&quot: Aluminum Gulf Lok 16&quot: Wide 04M212024 No ye� N/A ,NYA/ Roof Panel over 15/32&cluot; Plywood -116.OPSF 3 1&quot; 24ga. Gulf Srap 1&quot; Gulf Snap 24 Ga. 17&quot; wide Roof Panel 0411212024 Yes Yes N/A +N/A/--131.OPS over 15)32&quot; Plywood at; 4 I&quot; 24ga. VersaLoc 1&qu Versal-oc 24ga 16,5&quot; Wide Roof Panel 04/1212024 Yes Yes NIA ,Nik over 15f32&quot; Plywood -138.5PSF 5 1&quolt: Versal-oc 0329quol: Aluminum Uquot; Varsai-oo min.032&quot: Aluminum over 04/12/2024 Yes Yes NIA -NIAJ 1 5/32&quot; Plywood -iOI.0PSF 6 1.5&quot; 24ga. Gulf Snap 1.5&quot; Gulf Snap 24ga. 16&quot; Wide Roof 04/12QO24 Yes Yes N/A ,NlAt Panel over 15f32&quot; Plywood -1 I B.OPSF 7 1.5&quot; 24ga. Versal-oc 1.5&quot; VersaLoc min 24ga. I O&quot; wide Roof 04/1212D24 Yes Yes N/A ,NYA/ Panel over 115)32&quat; Plywood -123.5PSF 8 2&quot; 24ga, M.ga[Lo, Min 24 Ga. 2&quot; Megal-oc, 188quot; wide Roof 04/12/2024 No ye� N/A -NJA1 Panel Over 15t32&quot; Plywood -108.5PSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 1 6&quot Wide over 15/32&quot; 04/12/2024 No Yes N/A +N/A/-96.7PSF Plywood 10 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam 16&quot; Wide Roof Panel 04112/2024 No Yes N/A -N/A/-935PSF Over Ix4 Wood Purlins over 15/32&quot; Plywood I1 24 Ga. Gulf Seam Min 24 Ga Gulf Seam, I 314&quct; Snap Look, 04/12/2024 No Yes N/A +NAJ 18& uot; Wide Roof Panel over 15/32&quot; Plywood q-108.5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 15/32&qu ot; 0411212024 Yes Yes NIA +N/1V PlywoodI ,156.5PSF I 3 2r, Ga. 5V Crimp Min 26 G:. 5V Crimp war I 5/32&quot; Plywood 002/2024 No Yes NIA ,N/At-131.PSF 14 26 Ga. 5V Crimp Min 26 G .5V Crimp Roof Panel over 1x4 Wood 04/1212024 No Yes N/A +N/Al Purlinswar 15132&quot; Plywood -156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 1 3&quot; Wide Roof Panel Over 04112/2024 Yes Yes N/A +N/A/ r15/32&quot; Plywood -161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. GulfLok 16&quot: Wide Roof Panel Over 04/12/2024 No Yes N/A ,N)A/-63.5PSF 15/32&quot; Plywood 17 26 Ga. Gi Min 26 Ga. Gulf PBR Roof Panel over IU32&quot; 04/12(2024 No Yes NIA ,N/A/ Plywood-154.7PSF MSTC40 ........................... I.- ..... I ....... I .................. � ............ 11 .... MSTC52 ............ - ..... I ........... 11 Ww'f� ' " .................. 11.1 .... I .... � ....... I ........... I ......... . ... �.. ....... -, ... I MTW16 ........................... 1� .... - .......... I ................. I ................... MTW18 FL1724416 ............ -.1 ...... I .......................... . ................ � ......................... - ..... FL17244.26 ' "--, " - - ' '.'B' ....... . .. . ""-, ' ........ I ....... ..." ................. 1-1- ......... . .... . .... . ........................ I ......... F1-17244�13 .. . ..... I-- ........... "....' .......................................................... .......... FLI 7244-8 ESR-3455 ............... . ... I ..... I ..... I .......... . .. � ............. . ....... I ...................... � ..... . .... -.-- ....... ----- ....................................... ESR-3455 '' . . . .. . . . . . ............... ****"** *'E"' S""R -3-4-5-5- " - ' ' " * .... * ' "' '- ..... . . " .... . ........................... � ................................... . ......... . .. ... ....... -.1.1 ...................... � ........ � ...... I ........................... ESR-3455 ........ I ... . .................... - .... . .......................... � ............ � ...... . .... -- ......... � ................ . .......... . ............................ ESR-3455 12131/2020 . .... . ... . ........... - ................. 12/3112020 *"I' 2*'/"3" ... 1"i 2" .... 0* -2" -0- * ................. . .. I .................. I- 12131/2020 - ....... I ..... . ........... -.1 ......... 12131/2020 MSTC40 M STC52 MTS12 MTS16 - MTS18 FL10852-11 FL10852-11 1`110456.33 FL10456-34 FI-1045&35 ESR-2105 . ESR-2105 ESR-2613 ESR-2613 ESR-2613 12131/2020 ........ � ................................... - ........ -.1 ... ......-I.- ............. 12/31/2020 12/31/2020 ......... I... ... I ................... I ........ 12/3112020 .... I ....... . . I .... . ... I.I.I.-I ....... I 1213112020 I Cn L. B . TRUSS PLATES ITW Building Components Alpine Truss Plates FLI 999.1 - FL1 999.4 NIA 12/31/2020 - - MITek Industries, Inc. Truss Plates FI-2197.1 - FI-2197.5 NIA 111/2023 C . ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527A - FL6527.5 N/A 3131/2021 D � MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL1 5& 1 N/A 512112022 _ - -...- ... - ........ I ...... M.I.W.2.9 ............ ..... ........... MUGT15 - - ................................. FL.117.2.4.41,8- ........ I ....... ........-I ..... FL1 7240-5 - � -... ...... --- ......... � ........... I ..... I ................. ESR.-.34.5.5 ............ 11 ..... 1. ............................... � .. ..... I .... . ESR-3447 - .."I�2../13..11./..2.0.2..O.... 12/31/2020 - MTS20 MGT FI-1045&313 FL1 1470-9 ESR-2613 - SIM200803 1213112020 i:;� i - ' - 20 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1 774 N/A 5125/2024 NFM35XI2 .... I ..... -.11 .... 11 .... 1. .............. � .......... . ...... . ..................... NFM35XI61J - FL578-2 ...................................... � ........ . . ....... -- ...... - .... ..................... -- .. FI-57&3 Evaluation Report ... -- ...................................................... .......' ............................. � ........ . .......... . ......................... � ............. -.- Evaluation Report 12/31/2020 ... � ........ � ........ � ............ ........ 12J3112020 MBRA3.56111�25 MBHA3.5616 FLI 3904.6 FL1 3904.6 ESR-2616 . ESR-2616 12/31/2020 .... ........ � ........ � ....................... 12131/2020 I 1 PAU44 ..... � ............... .� ........ � .... I .... I ... ...... ... I ... I ..... I .................. PAU66 ........ I ............... " ... P. i�.' ... I .... I ...... � ... 1-1 -.1 ... I.- ..................... I ...... I ..... . I PHXJ3M6 ""** ...... ... . ............... �� ............. I ......... 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I .......... .... -3 - .......................... ... ...................................................................... FL17235.2 ....... ............... I ...... I ..................... ­ ­-­ " ' "' TET��313-2 ESR-3449 ....... . ........ � ............ � ........ � ...................................... .................................. . ................... . . � ............. � .... . ............ ESR-3449 I ....... I ...... I ... I .............. .... .................... I ........ ....... I .......... � ... . .. -- ... I ............................. 1-1 ...... . .... -, .......... ER-0200 - ............ � ............................................... . ..' . . .... .... .............. - ......... .. . ..... - ......................... . ....... - .. . ........ ESR-3444 ..... � ...... I .................... � ............ I ....... .. .. 1. .. . . . .... ................................ I ........ . � .... . .......... . .......... - ... I ..... � .... � .... Evaluation Report ...................... ................ . ...... � ... � ................. . . ...... . ....... . ..... � ................................................. . .. - ............... � ... ESR-3455 ... . ... 11 ..................... I ............ . .... I .... � ... -11 ........ 1-11.1.1 ... 11.1 ....... .......-I. ... - .... I ... I ...... -...' ...... .... ..... - ...... I ......... ESR-3448 ............................................ � ............. � ............................ . ................................................................... � ............ ESR-3448 ................... 11 ............................. I ..................... . ........ � ........ � ... ................. � ......... � .......... � . ....................... . ...... ESR-3448 12131/20M ....... I .... " ............... -- ........ 12131/2020 .... � .... . ...... � ..... -- .... 1.1'.. 12/31/2020 ........ . ................ 1--- ... �� ... 12/31/2020 ...... -.1 .... 11 ... . ................... �.. 121311202D ............................................ 12/3112020 .... I.." .. ...... � ....... . . � ..... I-- 12/3112020 ....... � . . ....................... � ..... -. 12/3112020 ............................. . ............. 1213112020 HDU2-SDS2-5 GLTV3-516 FGTR GS16 HI 1-1110 1-110-2 H10A - H3 FLI W1 -4 FLIW67-8 - FLI 1473-2 FL1 0852.1 FL1 0456-5 FL1 04,%-6 FLI 0456.7 FL10456-6 FL`10456A3 ESR-23M -.... ESR-2615 SIM200802 . ESR-2105 ESR-2613 -� ESR-2613 ESR-2613 ------- - ESR-2613 ESR-2613 12/31/2020 i�jjiijd�b " ......... - ........ � ... -..111.1.1-1.1 12/31/2020 .... . ....... � ........ � .... � .... I .... 1. 12/31/20ib' - ....... - ............................. . 12J31/2020 .... ......... ...... I .... I .......... . .... - 12/3112020 1213ii jid' ...... ................. ... .............. . I 1213112020 ............. � ................ I ..... -- ..... 12/3112020 1 1 1 : � I ; I l , I" ---", -------- --- - , � i : The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following � : I � . -1 - ,',,- - �' I : � information must be available to the inspector on the jobsitT, 1) copy of the product approol, 2) � , � - -.1- -,-, : , � I --- ... - --- ---------- --,-,,-,--,-,. ----,����,�-----��.,.-,��.-.,,--�� I � 1 :-'----'-"-----'-------"------,-----,--�1-1-------,-,,-----,-----,---,,----,,-----,,-,--�---,---,-,,-,------,,---------,-------------,-,,,-----,�--,,-,-,-,----,-----,- � � � I � � ! 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I ... I ........... ........ . (� -.1 .... -1.1. .... ...... ... .... I ... I .............. .... .... ki .i.j ........... � ....... . .. I-- ...... ... I .............. � ..... - ............. I ............................................... L ............................................................. I ........... ESR-3445 ...... 11-1 .......... ,� ....... . I .... 1- 12131/2020 - HHUS28-2 FLI 0655.3 . ESR-2549 ............. -- . . . ................... - 12f3l/2020 -6-0 (D THD28 FL1723216 ESR-3445 12/3112020 HHUS410 FLI W555.4 ESR-2549 12/3112020 -154.7PSF 20 26 Ga. Gi Min 26 Gis- GLAfPBR ovier lx4 Wood Pudins over OVIM024 No Yes NIA -NIAJ 15fJ2&qui Plywood -15i.7PSF 21 26 Ga. GultRItp RIM 26 Ga. GuffRIb over 1x4 Wood Purtins am 0411212024 No Yes NIA -NIN 15132&quot; Pi -%4�2PSF 22 26 Ga. GulfiRlb W 26 Ga. GuffRib over i &32&i4uot; Plywood 04112,2024 No yes' NIA 4N/A0 ............. � .... ........ � i� .... � ...... � ............... .................... . .. - ...... T�.i.6 .............................. 1 ................................ . ................... I ...................... I .............. L ........... I ......... ­ ......... . ............. ­L ...... L .... L ............ ESR-3445 I . .................... . ...... I .......... 12/3112M I-IGUS52612 FL11468.11 SIM20GIBM ........... .... ................ I . ...... - 12J31/2020 = 1= IV) a) THD410 ... I ..... ... ........... � ... � .... � ..... � ...... � .... � ... � ......... -11". ........... THD412 PLI7232-16 ..- ........ � .... " ............ 1-1 ... I ..... -.1.1 ........ - ........... - .... � ... . ..... � ...... FI-1723Z16 - ESR-3445 ............................. � ........................... . � ................... � ........ . ..... . .... . ...... � .................................. . ..................... I . ESR-3445 - 1213112020 ............... -- ... � ....... . ......... 12/3112020 HGUS414 HDQ8-SDS3 FL11468-10 FL1 0441 1 SM200804 - ESR-M 12/3V2020 � .... � .......... � ... -- ......... - .. .... 12/3112020 THD612 FL17232 16 ESR-3445 12/31/2020 MSTAM24 FL11473.19 - SIM200802 12131/2020 -159.2PSF 23 26 Ga. C�PfRib Lfm 26 Ga. GulfRib aver 15/32&quat; Plywood O41i2=4 Yes Yes NIA -NJAJ -i59.2PSF 24 26 Ga. Gi Min 26 Ga. Gul!Rlb aver 10 Wood Purlins mer O41i212O24 Yes 'Yes NIA -NIA/ 15)32&quat; Plywood -164.2PSF 25 29 00. Gi W 29 Ga. GtM!b aver ix4 Wood Purtins oveir 0411212024 No Yes NIA -li 15,032IIi Plywood -123.5PSF 26 29 C3a. GulfRib Min 29 Ga. GLMRib over 15132&quat; PPIwood 04112=4 No Yes NIA -NJN -146.OPSF 27 29 Ga. GulfRilp Min 29 Ga. GultRib Over I x4 Wood Purfins over 04/12/2024 NO Yes NIA 4NIAJ wit;&rluct; O.S.B- -101 OPSF 28 29 Ga. GulfRib Min 29 Ga. GuMib over 7)16&quat; O.S.B. 04/12M24 No Yes NIA -N/,V - ..... ............. ...' . H�� . ........... L ...... . -1 . ... 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J-- ... * ..... * ........... . ....... �11?020 1 6j6. 1231/202 1 - MSTAM36 MSTCM40 HHETA20 FL11473-19 FL11473.19 FLI 1473.9 -.... SIM200802 -....i SM200802 SM200802 'i*iz�d- ljdfj�d�` g� Clio > � ICU > 0 " O- 0- ... I ... I ....................... � ............ . . I ............ . ..... I-- ... � ..... - .... I- ... I ....... �- ..... I ........... I ............. . .. I ..... 1-1--l"I .... L .... . ............ - - .......... -- ....... � . .............. . ............. -- .... ... -- ...... -.1 .......... -- ..... � - I LG73-SDS25 FLI 1470.7 -....12/311 SIM200803 f�i�ii ..... 1 'I .... � ..... � ..... L ....... . ..... �� .... I ....... . . I ................... � ........ 11- - I ........................ I .... � .... � ....................... . ... L ........................... .. 1. ...... � .......... I ................ I ........................................... - .................. - ........ - ..... I ....... I ....... � .......................... 1� .... I ......... - LGUM26-2 FL11473-12 SIM200802 'I .... ­11-­11 12131/ - - - - - - - - - - -- - - - - -116.OPSF 0 � < " I 4--d" = 0 I Search Criteria Code Version: 2017 FL M. 11651 Application Type: ALL Product Manufacturer. ALL Category: ALL Subcalleg": ALL I I I I I 1 1 1 1 i . I I I I I Appl cation Status: ALL Compilaincei Method: ALL L- Qi Assurance Daily Contract EKpked: ALL Product Model, Number or Name: ALL Product Description: ALL Approvedfor use In HVHIZ: ALL In Approved for use outside HVHZ: ALL Impact Resistant: ALL < ALL Date From: ALL =79"'i ALL (D U) .. - -6-Mij 0 ICU M Code Entry - Date Date Dide Pandina Date IYM Version Manufacturer Contact Enolneer & License YA11119LAII& Validated Submitted EAQAWKQxd Approved Status Revision 2017 Smart Vent Products, Inc. Michael Graham Hermes F. Norero RE. Locke Bowden P.E. 08/17/2018 08/17/2018 08123/2018 10108=18 Approved Category: Structural Components (877) 441-8368 PE-73778 (334) 300-1800 Subcategory: Products Introduced use Result of infaQsmartvent.com New Technology =3 MMO < 3- - com pilance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I - , '' , " - , , , � , - -� ", , - ... - , �' - , , � ,- - - � , , , , "" A � ' ' , - � , ,' - -1 �' , - '- - - � - 11, - ,'', - -"' -�':�: � : - � - � - , , ", � � � ' '' , � I - I ' � ' , -�"' '� " ' - ', -"", -- "" '-, - " - '� , -�� ' -, ""' ]", -7� , !� a, , , , , , �" """"""" --' , -� ,,, - --, - - " - '' ""I ' , d'i '-" - ,�,,,,�,,,,,,,,,�""","",�,,,�"?,-�,,,',,,,,���,,�,�,,,--""-,�-,,,��,--,�,,,,��-�,,,������,,,�� -,,-,',�,-�,,),���;,'�,�,,',���,,,,��,-,,,�, 11 , , "-� -,,--'� - '�'-'�'� � , � ,-�-,�. � % � �� " � �- � -'� � , " � , , , - ", , , - - - " -1 " ", " -- I ... - " �.""' I -- " ,' �,, ,_"_ '�S-' ",,� ' � #g -� " � - -"""� .. . � '�"'-I"",�� , � � - -, -""��' � � � -�'--' J�' % � � ;'� � � , �"' , , , - I � " , ".' " , �' ,'� , � , I - " , , " � � - , , -'-- - � I - , , � I "� � ' - "I . - 14 ,-, " , � � "- - - , � � I ,' ��" , " " I , , - , 11, , - , �'� " � � " I 1-il, 11,��'--- -, e-'- - I � I "', , , , , � I , " '-__ I , __ , - , � -4',"" -'�,�!-"' -"'�' �"-- -11-1- "I" : 111111-111� �- -, - , �,"'�-"�. - ��',��'��,,�"' �' _ , � � , , ""'4��' ,In�" """" "'', -" ''I I", , ;� � , " -1 " � " �"" , Quality Assurance Approvedfor Use Approved for Use Impact Design 2ARA ; Resistant Pressure 1 SmartVent Model #1 540-51 0 Dual Function Flood and Ventilation Vent I 2/3112020 Yes Yes N/A , -loot-100 0 " LLJ � < L- CIO C = (D 2 SrnartVent Model #1 540-51 1 Dual Function Flood and Ventilation Vent 1 2/3i /2020 Y.. Yes NIA , 1 OOf- 100 3 SmartVent Model #1 540-520 Insulated Flood Vent 1213112020 Yes Yes NIA , 1 001- IOU 4 Smi Model #1 540-521 Insulated Flood Vent 12/3112020 Yes Yes NIA +100/-100 5 SmadVent Model #1 W-524 16&quot; Garage Door Flood Vent 12/3112020 Yes Yes N/A NIA 6 SmartVent Model #1540-570 Wood Wall Insulated Flood Vent 12/3112020 Yes Yes NIA -IOQ1-IOO Z --j � < 7 Smi Model #1 540-574 14.5&quot; Garage Door Flood Vent 12/3112020 Yes Yes N/A WA __j 0- I I SHEET NO. � I I I PA 1.Q I - +... N � CU (1) �a � � (3) O +� (lL Q W Q O 1••` a� U -0 �t `v � W V O O O C O L ICU O }a �• O ��11 \\ E W (n 4/ L N O C CO ICU �}� -� y ) ^' y� / 1 yj CIO O t_ /^1 i..i. Florida Department of Business & Professional Regulation Page I of8 Building Codes and Standards 12/12/2018 FFProduct Approval Application Detail Florida Department of Business & Professional Regulation Page 3of 8 Building Codes and Standards 12/12/2016 Product Approval Application Detail Florida Department of Business &Professional Regulation pew + of 1 Building Codes and Standards Ifila a Product Approval Application Detail Florida Department of Business &Professional Regulation p.p t Of t Building Coders and Standards , armle Product Approval Application Detail 1igd3 Entity or 9211 211 Di Pamir, j1g(,q im Version Menufacturor Contact Enalnsar BLleean Validated By Widened Submitted FBC Approval Approved status Reunion 2017 Thermo-Tru Corporation Pock Wright Lyndon F. Schmid, P.E. Ryan J. King, P.E. 10/162077 071122017 10/162017 12M22077 Approved Exterior Doors (419)298A 740 PE-43409 (813)767-6656 Subcategory: SvAnging Extern Door Assemblies nckwonvbldgconsultants. Com pBan ce, Method: Evaluation Report from a corn Florida Registered Architect or a Licensed Florida Professional Engineer Blggtu.Ra P:ddupt+' OwlltvA urance A ,ravedforUse A,orovedforUse Impact 2,,i,n Sea• Product Model. Numb er or Name Product Deecnptlon Contract Es,Iration Data In HVHI Outside HVHZ Resistant Pressure 1 a. Therms-Tru Flber-Classic eM Smooth -Star Namine168,N39;e &quolNarvlmped&,pioi; Opaque 12t312020 No Yes N, WA Composite Edge Fiberglass Single Dow 0nsMrg/Oulswirg: X conlIgurallon) 6 f. ThermtrTru Fiber -Classic and Smooth -Born Nominal opaque 12/J12020 No Yes No WA Code Entltvor 2& ra Date Pendlno aft Tv . version Manufacturer Contact Erelneer & License Valldeted ByyalldNw Submitted FBC Aooroval Aoo i Status Revision 2017 ThemTru o-Corporation Rick Wright id(. Lyndon F. SchmP.E. Ryan J. King, P.E. 17/132017 12/132017 12212017 02"732018 Approved Category: Ederlor Doors (419)298.1740 PE-43409 (613)767-6555 subcategory: Swinging Exteriw Door Assemblies rickwQnvbldgeonsubants. compliance Method: Evaluation Report from a cos Florida Registered Archiled or a Licensed Florida Professional Engineer .,.,. " FLa204S1-R3 Prddudta _ .:. � _,._ puelltyA durance Approved for. Oat Approved for Use Impact Design Sepi Product Model. Number or Name Product Description Contract E"InAlon Dare In HVHZ Outside HVHZ ResistantP[ggg,, 1 a. Therms-Tru Flber-Classic end Smooth -Slav Nominal 6SM9;8 &quotjNon-Impact&quot; Opaque 12/312021 No Yes No NIA Composite Edge Fiberglass Single Door (Inswmg/ONswlrg; % configuration) fare E Wit or am 20 Dissipated- am Mad � � u �Milldam � �- Asseriand AssailedS" AdadidCategory: Revision 2017 TAemta-Tru corporation Rick Vt ht National Aoendpatlon8 Ryan J. Kip P.E 12I20I2017 091212017 1211=1017 Approved cahisi Exactor Doom (419)2WI740 Ibaaso~insitute (813)7974WS Sub0seseary: swiping P.3WW DoorAarmbbas ddtwomtmgoowu6anla Canphrn Mahod CeMgM Aftkw Lions Wna 2mobLawmawa Averaged 1pe AWnsuretMCIMe Jmwm 22" Agt j)m6 InHi,WAR P- 1 a btpcCCMatloCraRBgltok and darydkasnchmadr by III and b00ppw and Blued Fiberglass Dotty r9h 12131/1021 No Yes No WA Tkafmel-TrActot and without SWaee. Inswing and OutrMtg fare Kndbr a 20 go case Pandm 20 IN � amakew�AnowsKamom YA 6902M lam Revbbn 20+7 Thmna-Tru corporation Rid: Wright National Accesdedidis& Ryan J. l4p P.S. 12ft0120/7 Ol/ti12017 1ZW=17 Approved ComWr. Estella Door (419)296-1740 Maneonsi lneUlute (813)767,450 &ie0magery: Swbgbg Exactor DowAtwnb9eas rkkw@IaOMpwmuMM0. contributes Method: Cardaatlon Mark or Ltabp cm A,,,-Vd far Lies, AW,,,df lAd horrors AWm Alai I'.s HNIM tea r� 6 a. &WQ1;Smo r6quol: anti &quol:eendmurk by &6 and &O Oppw and CIaxW FhryW Doorri6r 12g1/202t No Yes No WA TMmn-Tnr6glmL end without SNNW.Inwig and Ouhwip Composite Edge Fibagbss Single Door to Edge Fiberglass posing roul39,,e &q on8guration) 6 f. Theme-Tru Fiber -Classic and Smooth -Star Nominal tlMS;0 &quaNw Impect&quot; Opaque 121312021 No Yes No WA Composite Edge Fiberglass Single Dow @nO/Ang/OutsMng; X configuraBon) Glued 12/312020 No Yes No N/A 9 I. ThermtrTm Fiber -Classic and Smooh-Star Comp s to Edge &bergla s Single Composite Edge Fiberglass 6lrgle Door Door (InsMng/Outswing; X configuration) 9 I. Thermtriru Fiber -Classic and SmoairStar Nominal 6&Xt9;8 8quot;Non-Im ad& of Glued 12f312021 No Yes No N/A p Composite Edge fiberglass Single Door Composite X configuration) 14 n. Therni Flber-Classic and Smoolh-Star Nominal B&039;0&quotNoo-lmpad&gaol; Glued 12l342020 No Yes No WA Composite Edge Fiberglass Single Do" C (InsWng/Otdswing; X configuration) 14 n. arms ru ei, ss c a m Nominal quo Do- ripe quo ; size o es Composite Edge Fiberglass Single Door % configuration) Qnsv fingKconfiguration) Florida Department of Business & Professional Regulation Psg a,2 Building Codes and Standards 1202020 Florida Department of Business & Professional Regulation Paget oil Building Codes and Standards Insole Flonds Department of Busness & Professional Regulation Paga / a/ Building Codes and Standards +ornate Florida Depattinent of Business & Professional Regulation P.01 of I Building Codes and Standards 1/11,1201e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ' iwr)332:a51ornbnil3; - _ " - Oua1lN Asauranw Anur1. NVHz Use Approved far Use Seas Product Model.N.1111. Name Product Description Cor,trad Exmlratlon Dale In FIVXZ Outside NYHZ Re o Pressure 1 SERIES 420 ALUMINUM SGD SERIES420ALUMINUM SGD OXO t21J,2020 No Yes No NIA 145-3f4&quatX80&gaol:NON-REINFORCED 2 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SGD OX, XO, XX 12131/2020 No Yes No N/A 966,Ww:x8D&q.t;NON-REINFORCED 3 SERIES 411 ALUMIHUMSGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12/31/2020 No Yes Np NIA 14 S 3/4&q u&D:96 &q a ct', Hi16IIk�t S� dim�.♦a g* go IMiLMES fib � C l V�d9, immod b � � Ravbbn 2017 CIOPaY Bubtllo9 Prwinda company Mark WaaterAeM IntelWc Tsetip Serrfw. NA, Gary PluehW 112g201T OB/102017 12pS"2017 Approved Category: Esterbn Dows (513)7704M Im. (513)5194508 8tt6CMWr Sedbnal rptWW Door AUWMU rtltwMa mrtt r&alddtlopoy. CowoN ea NatlloC CwWK*dn Mai or Lbfkp - j sm Eml� 20 � 2 lid z= � � � � FWe�MI � � Revbbn 2017 CJopry Building Prodtda Company Mad VNwfnaa0 isarbkTafap 8etvlwe WL rta1Y PBNhbr 11292017 081f02017 12A>S2017 Apptevetl ca spar. Exterior Dom (513)7704W4 its (513)5194M subcategory: Sedbnal Exterior Door Assemblies Coeptlenq Methnf: contact" Mad or LWM Fusetam (moor � � DO, rim � y� ORWASChEK � � Va6deled Br � R �'Rpp®!ti � wm& RavWlbn 2017 POT indlWisa Dan Rwdt MWNDatle BOW -CER MbmFWda a:CO-VAL 12202017 1t282017 122&2017 Approved Category: Exterior Doors (941)488-0100 (7&8I 31572M setbCets9nyr: SMhp Ekerbr Door Aasamblw Onradgppwkuarbe.00m COgpaeweM iocP.CedXlealan Madcorlbtltp 4 SERIES 420ALUMINUM SGD REINFORCED SERIES 420ALUMINUM SGD REINFORCED OX, 12/312020 No Yes No N/A 5 SERIES 420ALUMINUM SGD REINFORCED XO, XX96&quaxe6&quota SERIES 420 ALUMINUM SGO REINFORCED XXX 1213I2020 143&quot x96&qua; No Yes No NIA snot 37 037101E-0B PAN-2F781: 84A, 94, 73, 75, 1500, 190. 75, 78V, 4RST, 4RSF, SR8T, BRSF, 21RST, 48, 42, 86, 48a, Steel Pan (min. 28 ga) SmgkCar (up to Iff wide) 05121f2M WINDCODElli 10115 Garage Dow kno 91" in, HVHZ gJwlft HVHZ t attitude No Yes No +39 PSFILW PSF ME 53 Ot13 Nsf-18 PAN-2Ft63: 84A, 94. 73, 78, 1500, 190, 4RST, 4RSF, BRST, OW, 48, 42, 08, 48a, 428, 558. GOSS, i 8" Pat (min. 25 ga.) DoubbCar W to 18'P 0p121/202& wine) WDDC00E&ff74; nit Garage Door lam f No Yes I� 2wdtiam No Design d� +30 PSFI.30 PSF AMA 10 6OD6670 (Larpa I- irtpad, Quarter A- lanyl SIMmg Ohm Door 04114rMl ADDroved for deal Asionsadjullheas � Yes Yes seam BohmE� Yes, 2ppt WA 428, 555, GOSS, 005SV, GM, GR58V, ARSE. ARSSV, 0058V, WAS, Gill AR IS, ARSSV, EDSS, ED58V EDW ED68V Florida Department of Business & Professional Regulation peps, dt Florida Department of Business & Professional Regulation Page 2oN Florida Department of Business & Professional Regulation Pop l dr Florida Department of Business & Professional Regulation Psis l d l Building Codes and Standards a2D1e Building Codes and Standards rz6msa Building Codes and Standards +152o1s Building Codes and Standards 11512,0111 Product Approval Application Detail Product Approval Application Detail Product Approval Application Datall Product Approval Application Detail RH1677Jtr FL#1719B4t5 Aoduds - Save Variation Revision 2017 III CURRIES Walon dMDG, IN category, Exterior Door Erdb car canted 1 Ill, LbW ValAabdar Dade Dave UL LLC Ted Sonni PE (641) 494a844 Will) W 4707 IMM 21p Vabdabd Iddidid 11130021117 10282017 1 MAWeroul 20 Approved 124%IT017 !tom Appointed gab rime vwwm RevWon 2017 tl Cbpsy Building Produce Company Dona E,,M or � Enah ALIT ill t Mork VY"* Nk In*W TeWm Services NA, Gary Phahter (813)170-BOB2 IN. (513)bt9-0688 Mk am ewe east Vmlkkbd at�Md MG Approved 11/20/2017 Miami? Plat 124)512017 Mal Approved rime }Syria Y1fltlga Revtelon 2017 !! Clog s, Building Product$ CarWY Catgery: ExWlw Donn se1MLa gaapm Valick edlk Mad WsaIN III ImarMe Testing Ssrvicw NA, Gary Ptuehler (613)770600 IN. (813)b10.8588 2x1b 20 Deb PKam YallrrpII agar PWAppoval 1112M17 MIO/2017 211112 aammned 12OW017 am& Approved QualltyA94Ura11C pDrpYedrw U98 ApproM for UM ImDad PPAM Sap# product Model. Number or Name P,duct Descrlollon Conrad Exo rallon Date In HVNZ Outside HVHZ Resistant p)awurp 2 165 SH 52x72 FiNFlenge Fmme IG/BG Single Hung 10l032023 No. Yes No *fi0/-60 Laminated Glass itbod's"I: Exterior Dope Compa ffis dav0.do*.Q wwbloy.w BubWYpwy: 9ectlaMl Exterior DowAawtnWw su categ ry: 36 mvraebnMldQmopey-rim 1 W mwe.hMddwdoWY.mm Ctugpema Mstlted: Cartllloetlnt MadwLW119 m Coppaalw Matlah Cardkalon MadwLkft c ifflosaw ft FLl1Ie3740 RrodrmY aWt faopMdii�gtle Apeerand.fo[.iMt A lamas. Use g! lnwm 1 ..iff 1M1san PMaun !w.! i.gMB AawIn HyJIMm lW IstDali gruatDa>z tiDwft lflitllpot P !!taWan seas AnwinK for us4Mg tnmmi: 2,wmammi: ilBgwf OW P !� w 1 807, 707, 727, 717, and 8/7 Sitpe and Pais of Doora Flush, libcrad, and Lowered vitae and pairs at 12/312026 Yea Yea Yw NMv W 088 WB-09 PA14.2F159: 73, 75, 84A, 04,42 b,128, 188, steel Pan (m1n.28 g0.) 81npbGr (up b9'0' wits) 08212028 fit Yw Na +36 PSFE42 102 102 Y9biQ PAN-2F153: 73, 78, 81v4 W, 42, 48, 12B, 48B, Steel Pan {min.?600.) DaubWaCa (92' to18'T 06272025 No YesNo +37 PtiF/d1 hWow mina Room 4RST, GMT, GM, ratios, ARSS, EDW V INDCODEei17k VS Garage Dow Par 4RST, SRST, GD58, GR58, ARSE, EDSS wine) VANDOODE8a174: WB Garage Door PSF Call - Florida Department of Business & Professional Regulation P.ge 2 c12 Florida Department of Business & Professional Regulation Page 2 of Florida Departrrront of Business & Professional Regulation P.ge+di Florida Department of Business & Professional Regulation Page I aft O Building Codes and Standards m m0 Building Codes and Standards 527=20 Building Codes and Standards Illegals Building Codes and Standards 1201202a Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail w - gfun5,+51.R7Proeuds ,.. - .. -.. . , W .. , , �. Revision 2017 Ravi Y9r17 FL#153d&R1?Products.. Mawffiefura MI W'ntlows end Doors Category: Windows SuhCalogrry. Fixed Compllalnca Method: r;adificetion Mein or Listing Embry or Contact Engl rBLicense Validated By Prent Sitlinger Amenwn Architectural StevenM Unch, PE (717)365-3300 Manufacturers Association (717)317-8454 bsitlingerGmiwd.com its ,�tg YalltleMd IDltiffi 06/042019 061042D19 Date Pentarrn FBC Approval D�Ie Aoorovad D610712019 Status Approved i@d& mm )i3f31fl11 Revision 2017 FLg243-R22 Products manlaagtucal PGT Industries Category: Windows Subcategory: Fixed Compliance Method: Certification Mark or Listing _ Entity or ggma9t Endn.eraLlaertse YWWMedev Jena Rasawski Mlaml-Dade BCCO -CER Mlaml-Dade 8CC0 • VAL (941)486.0100 (786)315-2590 jrosomkCpamdustries.o om _ _ 2;(q 2att Data pandlna 2 yalldalad Stihmlttad F9CAror,val A,,,vd iitatdg 0225/2020 01272020 0228r2020 Approved ; sm Man )fWMa RevWn 2017 L POT kwuatNa Cateporri Wlnaowr Sullcalleporg: Single Hung l?oeaPaalw Mahod fsItIACaBon Mark estbtlp Endt,or g90Mt& YL� Dan Rwd 1AlaN-0eda BCCO-CER Mkwn Dada BCCO-VAL (811)488-0100 (78�316.25W drwtkQpgMkuetrbawm gate Dap Yml� alal� t 121"17 12AIM17 gap AaOL� 1=502017 ate Approved Sea # product Nodal. Number or Name OwIIN Assurance, Aoorovadrw Uae A�mvdd for Use Product Description Contract Emlralfon Date In FMIZ Oulslde HVHZ �pgg( Resistant l�♦II Pressure CIO w - Seg# 1 . Product Model. Number or Name 185 PW Wality Alias—" Protluet Desarlptlon Contract Expiration Date 73.721nsulated Glass 04MSJ2023 Aowoved for, Use ADonovan la Use In HVHZ Outside HVHZ No Yes impact Resistant N. Dew.. a Pressure +601480 p .. R N Mo a Numb a or Ia btalnv Assrranw Aporovidfw Usa. Aoorav�lw Use jg W.0ya De Duo Contract Ex ti n Dale In HVHZ O HYH2 Resistant P 7 S14M(Laga Weak blpaet) EM&OLREAdIft 290utgwkdwAo Vinyl Single Hung Whitlow 071302020 AmriyedfmUse A�011r.f4LtIW in Him Gwld. NVHZ Yw Yes IIIMam Bob" Yes 21" amo WA m - G PW-5520 (Large Missile Impact) Vinyl Fixed Window 04(3012025 Yes Yes Yes N/A O Florida Departrnerit of Business & Professional Regulation pram i a1 Florida Department of Business & Professional Regulation Page 1 W 2 Florida Department of Business & Professional Regulation Pepe I of I Florida Department of Business & Professional Regulation pop I Of I Building Codes and Standards IIM NI Building Codes and Standards 120202o Building Codes and Standards +/eo01e Building Codes and Standards +m2p+e Product Approval Application Detell Product Approval Application Detail Product Approval Application Detail Product Approval Appikation Detail W RJ7140M FL/115353�R4 Prodgtls:. - -..... - • '.; ;" FLwN4t71 F<a a1 t gars l�..W liner ILp gJ dMM Quality Assurance Approwtlfor Use Approved fair Use Impact 2gpi� grain Emletat iMM dip geltPwOW ditla gent EmMrS Wp 20 2ale,l600W IMM 111111111 van" Revision 2017 Mml - Thames-Tru CaporaUn gWt4a6 )dads, Rltic Wtlt Lynda F. Sdxnid, P.E. Ryan J. KNIp, P.E. Yt dod liddided 10H&201) 1d182017 I 10I12fM17 Aesal-r 1?/122017 apra Approved �e LoMa Revision 2017 a PGT iltluahla Sam EnalwrauwWe ywmmdex Den Rued MIamF)ade BCCO-CER Mlaml-0atla BCCO-WLL )!arid" 3ubrbd FOCAWtsoMl 17/0Y2017 17HBr2017 Approved 1210Y"M17 AMOM Approved MISS vsndm Ravialm 2D17 I Jams Hadis Bdldltp Proeutls,ia g9t1Mm EnginlxiLWow YatdtldIN Pbpianp Zhu Ronald 1. Opens John southeast, P.E. VWM bd submitted FIX Approval 08252017 0WOW2017 OWM17 AMr®Md 1010=17 aMaM Apgovad 2 5764 Vertical Aluminum Mulron 121312020 No Yes Yes N!A cetpary:eisdarDOM (4i9)2WI740 PE43409 (813)787$885 sWCabgwy: Swipbg Exterior DowAswnbYea ddpa�rwbldOconnxtartb. Coossanos Maerod EwktYbn RltpodOdn a We1 cateaery:Siding Compasses Wit o&. cedapaln Mark w laths d CorgAsnGMethod: Evaluation Report lean a PlpYtarg.zM�pmwhar dWaom 4 ♦V Florida RegNMed Architect or aLionaed FlpMs Fbrlds�sed Ansel or a Lic~ Farde Pmrwsbaa Engineer FL1w1.M1 ptedraa 1'tdwaanN Erlanwn L_ F -AN Gasser Asessamar AW�.2W AOandfwUw gelw Ant ProduldliodiLliluenberearlifiere, Consist A- Product Dnadndm Contract izokwhm Dow At�.mupe A,,,,,d.far 1,HVI U, Imam ftw at � pnmom 1 Madrid for Doom and VYitdpws Aluminum Muaem 1 Yes Yes Yes NIA lnHVM outside, HIM Im219 IpmWm 21ME prmun u i a8gratFaarClaaYaBgWk, :quotgwc&Ow&quot. 8pttokCMakL7a8&grok or ligtatCWSEdAat 68aS918&giwtblpaA6quot Glued Flarpba 12J312021 eW+gM Don- OQ i+aelrp W ourtawtg caltigurabon No Yea Yee WA 1 Ce1lowk LOP Sum fber. raaot lisp silks 12/312020 Yes Yes WA WA CID I Ruetlp&quot d in O 2 Florida Department of Business & Professional Regulation Paga 1 a I Florida Department of Business & Professional Regulator Page I n t Florida Department of Business & Professional Regulator Pea, of I Florida Department of Business & Professional Regulation peg., d I Building Codes and Standards U61201e Bulking g Codes and Standards Iffmill Building Codes and Standards +1e2o,e Building Codes and Standards Imo+e Product Approval Appikadon Detail Product Approval Application D@kU Product Approval Application DOUR Product Approval Application Detail M F1H341101i 19a1?311!td! 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(9W)3496M7 PE-24121 (362)387.252S pipNapsMr®iawaher (IlLoo ll 20 gale tMomaMa 0&Q502D17 OLIDN 17 FW Aa®at 051AM7 20 sawed 1010,20i7 lama Apposed Sa va Talk Version RWWN 2017 Ilts� Jara s H ndb Wrists Products, ore. caYaery: Piew Yak subcategory: Siding Caapina Mea+od: Ewlumon Report ban a Fonds Registered Arrblted w a Llremetl Flaft Pto/wbna Engineer dpl0ua famam Y,earatex Pi gYrsng Zhu Rack L 09ew Jam smeak, P.E (BOD)34g-2W7 PE-241M (36�357-25a PmWing=1aWa11tW1a daavrn oOPais gain 2 a DeiePam YWIMM submitted sW eogmMl eWn)xed AM & 01111 7 090=17 OgrIM17 1G1102017 Approved fare mast Yeolon Revision 2017 /Wide Perna W.a. ✓baba l SoBW Sub a Subcategory: Conpaatw Maatod EWluetion Rupod from a Fkrdds RegbOPad Architect or a Licensed Flo Praft"al En we dlmfea[ Comm Val by Hick Thonaaon Lyndon F. Sderi P.E. Ryan J. Kip, P.E. (330) 822.2389 PE�9409 (e13) 7BT8S68 ndompeotl®abMe txm gb � 2ML&D" SMMYMd submitted W-40 mrr /0/W2017 10/032017 1W772017 2Ye Anstroved 12n22017 Approved Pare Vilmm Revision 2017 slassessisam AbNe CalpVm Panel W W Coaipl4ruae Matlrod: Evaluation Resod tam a Flodda RagbalW Ard+Nad or a Lkemed Florida Pmbssbtna Engineer � Vallidiesid Me Hick Thompen Lyndon F. Schmidt RE Ryan J. loss. P.E. (33q 922,2989 PE 49909 (8113),71174556 m+aalPaal+�bMa oom 21b gate geltlhosiea YADON sidmu fed FW Apenryal 1010I 10103=17 1N7121117 Pain Assitioned 121122017 aMaM Approved w c G Z AWE A,,r,,d fair1Me IMOM 21WM gooLaw AWI>mtl.for Use Ault ndt9WW kNUd IMmw FIL11,162724til Products gWwtA- Approved far ale ANKV(p,for tIft bWm 2wlw Guests, Assuaramis Apumwdibrthe AWI»gies! for U, ko= 2adM Z s!!i! MocbLN=borwlkm Product Doodafto ContmdEXWMUND@b InHVINE outside1 p AW .41a! M1RIN 2,Adre,HVHZ libellous PtwdW 22" Product Modal. Nuttbawaaar In A'U Out" HYtli FA@k m Puesa! aW.d InHVM& BaMan Q 2 HadaPlwk lap amp 16ar-mrwt hp airing 120312020 Yea Yes NIA N91 2 Hasell fink Lap paling sae-nrtun his tlap 12012120 Yw Yes WA WA 1 a. &quot2T6gat SM Vere or Sold Wall SdM 12131020Z0 No Yes No WA 2 b. &*o4Aaortpa T4&*.)t Soft Was or Safe V.VA Son 1201202g No Yes No WA J CL SHEET NO. PA 10 Quality Assurance Approvedfo Use Approved for Use Impact Design Sa #. Product Model Number or Na Product ate Pr uct Description Contract Emlydiwl Date in HVHZ Outside HVXZ Resistant Pressure I GAFAspholt RoofShinples Fiberglass mimoreeH 3-1ab; laminated, 5-tab and 12/162022 No Yes N/A WA hlpMdge asphalt shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pita* t a, immig PL*tMS40 I= Version sisessagag Enka a,a,LiO Mal av FINQ Approval Approved .4)ggo Revision 2017 L.V. Thompson, Ims dba Thonpeon A/MhecWM Tony Christmas Zachary R Prost Lodte Bowdon 10/10I2017 10110R017 10M772(M7 12/12/2017 Approved Metals Compaq (TAll (813) 2434W PE-7402i (334) 300-ISW Oabm: Roof" bnyapamet k-kv.Cam Subcaegory: Roofing Amusodas that an an Nognt Partof Ms Roo" System Coxwfl n MSBted Evaluation Report ham a FbrMa Registered Architect or ■ Licensed Fkrldo Professional Engineer FLMM&M Produces ow Product Nodal. Number or fare product Description IpRM Outside, ill P2LMa! 3 TAMCO Off -Ridge Roo VemwMt Baffle 28 ga. atoms rod vemgahr with integrated table 0909/202$ Yon Ye NIA WA Florida Department of Business & Professional Regulation Pagel 02 Buitding Codes and Standards 1f2W2o2a Product Approval Application Detail Code Entity .or Date Data Data Pl ndret Die 7MM Version Manufacturer Contact Enm... r&Udanse Validated Sy Validated Submitted FBCApproval Approved Status Revision '2017 Bra[ Roofing Anderson Robin IAPMO Unrtorm Evaluation GaryW. Walker 1 0l182017 70106r2017 10212017 Approved CatagorylRcoflng (801)380-6091 Seryltps LLC, (205)854-01,60 &d,Category: Roofing Tiles RobinAndersouQboral,co Compliance Method: Ealuaudrt Report from a m Product Evaluation Entity duct Quality Assurance �X cr ved for Use A A pprovetl for Use wil # �_ Product Model. N+aMieprNa Name Product Oesdrioton Contract 6miral'lon Date '" In HVHZ Outside HVHZ Resistant Resistant Pressure Pressure s+ony goo Hotr ie- rawro, CA o esNIA NIA 17 Saxony goo C'cry Slate,: Hartford Slate, Shake, Slate, Flat Profile -Stockton, CA 12/312020 No as N/A NA Spilt Old English Thatch 18 Saxony 900- Country Slate, Shake.&amp; Slate Flat Proflle- Henderson, NV 12/312020 No Yes NIA HiA iB Saxony 900-Country Slate, Shake, State&amp, Split Flat Profile - Lake Wales, FL 121312020 No Yes N7A. N/A Shake 2D. _775= Sadany900- Shake "mp;:siate Flat Profile - Lathrop, CA 12f3.12020 No Yes NIA WA Medium P1.1%- e- 0 es 28 V114000 Medium Prone - Lake Wales, FL 121312020 No Yes N/A N/A a#1989- a Sra$t am version mastatista Revision 2017 nut sulking Components Oroup Inc. Category: Stumtral CdnpOeMs SubOwW": Tone Ptein Compliance NOVO& Evaluation Report from a Product Evaluation Earrly FJ1l22tftO.PJg!>uLgA 29" Product ModoL Number or NM 2 nut B0004*1e Hinge Plde Florida Department of Business & Professional Regulation Building Codes and Standards Product approval Application Detail EM or Spurt Lwfb ICC EvaaWlon Service, LLC WINam M. Real PE ($47) 9183473 (407) 081-1017 Corti Pool immix 21b 201 !ak Effil0M tilt iddad Aghmmd t ■1 Aomwad $Wm OW19=17 OSM712017 g1g/2IQ017 Approved App Aboriginal fair ti" ko" Domain MOMAOCtDr Pia 1231/2022 Ye Ye N/A NIA Florida Department of Business & Professional Regulation page i of I Florida Department of Business & Professional Regulation Pa, ai Building Codes and Standards IaDrmo Building Codes and Standards ia/2016 Product Approval Application Detail Product Approval Application Detail Cod. .. i or. ate. Date. Data Pending Date "Ma-M sm EnOw,g 21k 21M Dal Ponca= 20 T'?E yorsi. Manufacturer contact Engineer :ALlcensa Validated By Validated Submitted FBCAmmoval11 W9.Y?? § YaAl9a Yt $19aFBOA Appm7aa $,Wf■ R.Asian 2017 TAMKO Building Products,)nc Kerrl Edon Zaghery'R. Nov like Bowdon RE10M912017 10A3520.17 10202017 72/1220t7 Approved Relrebn 2017 L.V. Thorlpsorh ago. chatThomp.onArehiteatarst fiery Christman Zetlery int R. PrLOdu Brnadan iW/wt 107 10/10@017 10/174M7 411122017 Approved Category; Roofing (417).624.6644 PE-74021 (334)300-1600: Metsts CW4)Wy(TAMOO) (813)2483138 PE-74021 (334)WO.1800. Subcategory: Underlayments kern ederChi mkoAom Crttepoy: ROOMS teeala.aem Compliance Method: Evaluation Report from a SubCapgmY: Roofing Aoopaorin that an an Fiords Registered Architect ar a Licensed Florida la"Mi Pat athe Recalls System Praeas on I E g na Compflsoce M9WKA Evaluation Report from a t Architect Ora lkeneedfb,kla P mbuimW Engineer Sea Product Model, Number or Name QualibrAssurall Product D-doltoh Coal e0ratlon. Date Aoorov,dfar In HVHZ Use Aopravadfor Use Outside HVHt impact Resistant D„I,n press.ro affi$ m k10Mi1 t product powdogion k HVHZ 9WANXIM Pm bm 6 No 15 UL Asphalt saturated orgar1cfalt iWiB2921 Yes Yes N/A N/A. 1 TAMCO Fiat Top 054W a Vent wall ease forT9n 26 sal, sbtk rod venOMkrwith !raffle 0810912020 Yes Yes N/A NM Florida Deparment of Business & Professional Regulation Building Cotes and Standards Product Approval Application Dal Page f or 1 flows iLftdl18:82 296 fnft or 21M 291 DEWPNNNM talk BM Version mC corft 3 r&Lkenw ) IN Validated $IAA FSC Approval ADW&md )agn Revhlon 2017 L.V. Thompson, Inn tale Thompson Architecture[ Tony Christman zoom R. Prim Loft Bowdm IOMWA17 10If012017 10117/2017 12M2/2017 Approved Metals Company (TAMCO) (813) 2483466 PE-74021 (334) 300.1800 SubCa%$": Roofing Apt modae ham ace an Inkaal Part of the Social System Compliance mookod Evaluation Report ft. ■ Florida Regtetend Arohbd or a Licensed Florida Professional Engineer FMM24U Products SHIELAW Eowmtadkrtao Angel Use hum $!A$ kljVHZ outside i 4 TANICO Round TOP Of -Ridge Vent with Bane for Into 28 ga. delta rodmOMal with battle 011foa 028 Yes Yes WA WA Florida Department of Business & Professional Regulation Pagel art Building Codes and Standards I20/= Product Approval Application Detail Cue Entity or Al .Do" Date Pwdirnc it Version Maufacturer Coral Ending. A License. VnUd tad By Validated Submitted POOApprove! Approved Sgha. Revision 2017 Global Protection Products, LLC, Tim Robinson Wal TIIIm Jr., P.E. John W. Krtelc dl h; PE 091OW20.17 OW12017 08/11/2017 12M212017 Apptoved Category: Shutters. (954)689.7545 PE-44167 (954) 772-6224 subcategory: Laorm Panels tint.robinsonagppem.com compliance Method: E+alua0m R.Port tom a Fonda Registered Arbhilect or Licensed Florida Professional Engineer ` GfktSD]fi;R4 Pr aucte Sea # Prarauct Model. Numbs Or Name Coll Assurance Proeuct Description Contract Emitatlon G- Aooroved for Us, Date fnHVHZ Approved for Use Outside HVHZ 1t41gact Re9lsam: 1ffi§!91l- . Pressure. 1 20 Gage Gall :Steel Storm PenelsMUHZ Corrugated GaNarized Steel .St hm Panels retalneo 12/310020. Yes Yes Yes. NIA FLMniFM 2299 gym )ones likeedistaga Review 2017 rf W Building Components Group hO Cassel Structural Conponee subC.tegory: Thus Ptein Compliance LNMO& EVOWOon Report from a Product Evehetlon EAOty IRJ199aJM Prodxea affix Prodct ModoLNuntbmuv Nee 3 nut BCO/Amh. Trull Florida Depattinant of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall P.ptmt 1a7w1s S209 Madam MOM $YWW FBCdaomred Apt w-W ANN StuatLmm ICf: Evaluation Service, LLC Wahm M. Ranieri, PE OWIVA17 oW07/2M7 OW21/2017 Approved (547)918.6473 (407)6101.1917 OWMacAwnegw.00n Quift AYhBadffi Approved for tic AporoedferUm ow Basalt Product contma EXblem Debt In !!! Pf&WAM Mealomn dw Rate 1231/20d2 Yes Ye N/A N/A FLK1 Rw I= Review 2017 Florida Meal Products Inc. Cateaay: R*Wft subC*NWW: Roil Acexsorbs that are an integral Prat ague Rooalq system CoapgM AlWwd EvaluationRoportfrema FW160 ReWStend Aroht ed or UowwW Florida Pmbwbne Engineer FLO2112MI Produces a!a! 3 3-FLAMCOa4nNgRV 10 Ridge Maniacal Flor&!a Department of Business & Professional Regulation Building Coles and Standards Product Approval Application Detall Pool Iat201a elft 20 20 OMP� go corftd EMIneMB Lkeee Vet yalligalf Submlftd FOC AIeNevY Approved am& Chalk Jones James L. Boom. P.E.@ Micluet John Rieeer, 102612017 10r06✓2017 10/2771017 12112R017 Approved (Ill 703-UM Dal Etgh ing P.E dolt .ton PE-31242 4561)414.7887 Answered for Use A LIw kMad tiafm Cow ggdmdzmmcdwnga hemwmi Moulton )fimlm Aluminum Ridge Vey{ for patlned rook fabricated 1231/2020 No Yes No WA bon O.OZG Alumhom Florida Department of Business & Professional Regulation Par 1 f t Building Codes and Standards IrV2020 Product Approval Application Detail ir812 Entity or: 2igl 2212 .Data Pendlno Twos Verson Manufacturer Comte Emineer&Llconse Validated ev Validated submitted FBC Approval Approved kenos Revision 2077 All Arnancen Shutters anti Glass Mika Earl Frank L. Bernardo RE B T Bishop, P.E. 10/182018 10ff82018 toy op, 1023201E 127112018 . roved APP Category. Steamers 8) 1 - P-004654 (5 1) 7 2 8582 E 9 15 947.0680 (9. $) su,".gory: storm Panels mikeb@allamericarrshulle an Cowplld. M.lhol; Evaluation Report fr... rsswn Flonda Registered Architect or a Licensed Florida Praesslonal Engineer ,.fi(kt 2hraduers - _ .Sea# Prodwt Model, Number or all Product Description Quillty Assurance. A - roved for Use Contract E.Wral Date In HVHZ Apwovedfor Use Outsltle HVH mt@;ss3 Ry519a goal staM Pressure i 249. G.1-ri ed Steel Storm Panels 24w Gaivanizod Seel Storm Panels 12`3112020 Yes Yes Yes NIA Florida Deparhnant of Business & Professional Regulation reps I a, Building Codes and Standards Ireadla Product Approval Application Dofail PILM M 221b tittle[ 211a Batt boos e9,dffi 21M m m >aAW2 MMVktbM craned Eo�vi.Ll�ffi MOM Zliftd adlml$W F$0.jumadval Appmr■G AN& Re.10M 2017 nWBUINaq CWVWW.Ia GMWIna Sind Leafs IOC Evakxdk tService, LLC VYMsen M. Ranieri, PE 09119R017 OW0712017 00,21=17 Approved Coasts: Strudtrral Components (847)9104413 (407)9814917 DubCaagoryf True Platen showmastpins2w.0001 ConytYep MMNed: Evaluatla Report soon a Product Evolution Entay B#199$ 6iProducts Aooroved Sir tM klmd DAGilm affi$ PndwtMad.NuabwwN*ns kJ'll t 4 ItW BCdflAWO Wave Mesa Connector Ptete 12/3112022 Yen Y" NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Poo i a / ifil wfa Florida Departineint of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P•Il f a+ Ifiltil Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applcation Detail Pool +A121018 lFLfnaa Ski En tar � Bak RdtP�ffi 20k R121a7.Ra g9 Enter Blot 1� BaPartlka RO RrA1n4H rdwi Editor Rat tale ! 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SubCaagory: Trues s Pate dwwrt®mgoom CM 699mm SubCals": Thus Pain dwervantoom =M $99-M SubCaegory: That; Pape dwedamo.em (2da) BW-sa00 Compliance Modw* Evaluation ROW from a Conpcsew on Resod from a CP�ct roam E�veluatlan Repaikon a Product Evaluation Emir FL#21irL4U ProductsFL121974te Product Evahutlorr Entity mall E tiny octal AasmnLgm Aomovad for ifs Answered faro Use kad Dalkon Preduues,FL*MW4U Quaft AswAafft ADWWWMrfap Approved .for LM kMrd DBWM Products Qmkb Assume Admiral for Use Aram ktppd D"m sea$ kOut"I pi affi$ IftIr & aLftklm tam gain p� affi! ProductseciaLphunasurcerName P In KM out"ima ti p 2 Millis lega.Mmonedorpmw 01/01P2023 Yea Ye WA WA 3 Mrl&4s 18 gal high strength lass connector plate OtAL2023 Yea Ye WA WA 4 him 20 ga. bop connector pate etA'12023 Ye Y" WA NM smmh Criteria,)kctowis samukcdhku Florida Department of Business & Professional Regulation Pol az Building Codes and Standards IM2020 Product Approval Application Detail - SRAv. - EWItrsL - 2M 2212 Oat, Pandi,, 2" TV Da Version Manufacturer Carl Endnser& License Validated By Validated Subm a _ Submitted Pee Approve status Editorial 2017 W maeuser ye Rob Reddwin ICC Eval..Jor Service LLC ten Lehrer P.E. 0 1 0 1 410 12019 322120 9 04/08/2019 rove APP r d Change Category: Structural Components (253)9246478 (BOB) 839-3288 Subcategory: Engineered Lumber Robert.9aida1n4weyerhe Compliance Method: Evaluation Report from a eu9.1.00m Product Evaluation Entity - � ., � - . .,; ,, ', ,.. -,: FL#6627•RisPratlucts.-. Quality Assurance Aooroved for Use Apwoved for Use Impact Design Sea a Product Matlel Humber or Name Product Description Contract Scroll- Date in HVHZ . Outside HVHZ Resiststit Pressure 1 Microllam LVL Laminated Veneer Lumber 03r.2021 No Yes WA N/A. 2 Parallam PSL Paragal Strand Lumber D31312021 No Yes N/A NA 3 TmberStmrd L8L Laminated Strand. Lumber 031312021 No Yes N/A N/A 4 TJ Rim Board Structural Composite Lumber a Oriented $trend Olt ,2021 No Yes N/A N/A board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Roard Rim Seed 03rl1 2021 No Yes N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page t of 2 UM2020 gualitvAssu-fit Aooroved for Use Approved for Use impact 0"13 Conti Emir on. Cate I Z 4.1d. HYFR R Istan . Pre su #' ductModel. Number or Product Oescriptlpn act rot D PS4. n HVHZ �. s re Strength 1 High9 t11 Concrete : Lintels 4, 6 8 and 12 inch vibe lintels 0sQlaO22 Yes 'Yes N/A WA Florida Department of Business & Professional Regulation Pill 1 a, Building Codes and Standards 1arwla Product Approval Application D"ll S,aat Enter a 2,k 291 Dal Panel tea :iron Y1roan @L SdB�4 Eoaatal.A.Lmame VeYd�d avSubmitted FBC Approved AMR 7 P Rcbet GM THUY H. KUYNH Revhiset 201 Carrsrnetdal Certain roducte,k0. John iWt 17 1W13/2017 tOIiBFXl17 12I122017 Category: Sttrp,rnl Corrytonmis (813)6a9.3707 PE4)0t22 G 4120 Approved Products Introduced as a Result of NOW Tednmbgypdp br�yehao.Oprrn Compgsim-- Evaluation Report from Florida PmgMved Archmot of a licensed Florida Pmkaebne Enpirteer Aceneved for Use Accounted for Use load $ffi$Cor&mctExWrMianDeA k.Ill Detail assim i*_OaeYR 1 Coal Prone or Comnardol Corona Pmdrrae Pascal end ProsuseW Concrete Leak 05/2812024 NO Yes WA NM "atu"U 9" �g vwvtm jistwillow Revision 2017 LV. Thompson, Inc, Ill Thorrpeon Architectural Moto%Company (rAMCO) Category: ROWW SubCabprht: Roofing Accessories On d an an Integral Part oftheP "System Compliance Mat mxk. Evaluation Reporthom a Florida Registered Arohbct or a Utionsed Florida Pmk oWW Engineer FLHGM84U Produces $ffi!Product Mail N 2 TAMCO Ooasonedr Vent Florida Depsrtinent of Business & Professional Regulation Building Codes and Standards Product Approval Applcation Datell EnWmLor :aw.dInaligigzAgaggat Tony Christman Zachary R. Pried (613)248.3488 PE-74021 mnyagom&wmooftgoom 2S gal Y.B2 Lode BpwdNr (334) 300.1800 Page, a I ItMIS 20 tea ➢91 FW Approved Approved $ksa 101Io12N17 W11012017 10M7/2017 12MM017 Approved kmtli nrF�mau REMO J7e■m 09/MO26 No Yea WA +0132.8 Florida Department of Business & Professional. Regulation pap I pf 1 Building Codes and Standards W12019. Product Approval Application Detail Code - - Entire or _ Date Dale. Data Pending Data mm Version Manufacturer Contact E=pinaerA Llcsnse Validated By Validated Submitted) FBC Approval Agorl status Ravislon 2017 Lananco, Inc. Androx Caner James L. Buckner, P.E. Steven M. Won, PE 04/092018 12/18/2017 04/15mig OEM 212018 Apprwed Category; Roofing (501)982E511 PE 31242 (717) 317-8454 Subcategory: Roofing Acdessoriesln at are an aparter@iamanoccom Integral Part antes Raormg System Carrpparlo¢.Method: Evaluatipn Report from a Florida Registered Architect or e ucenadd nonce Professional Engineer F1<#t `Tsm""»iaawrdrra:?t -' '. 1r ¢ , Quality Assurance Approved forUe Anwoved for Use Impact Do.[,. Seri# Product Model, Number w Name _ Product Description Contract Explratian Data In HVHZ Outside HVHZ Resistant Pressure 1 Deck -All DP,-4 Lear Prole, Pctyptopylone Plastic, Roof Vent 07/102021 No Yes No +97.5F97.5 $tlalim 29a in Version, Hassit 9hmr Review 2017 nW eugarg CamponomaLlrep Imo. Clio": structural Components SubCobWq: Tnae Plates COOPHO o FA~ evaluation R*W from a Product Evaketlon Entity FLe19M4M Produce, Sol 1 nut 9CO/Nple Higher ShongM (H &arryr S) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail JIM& tama ImmauLamom Validated By Start Lawn N:C embo9on Samna, LLC Vessel M. Ranieri, PE (947) 918.8473 (407) 981.1917 stowh@WpMeitmoo n Rolla 7 vame 20 gala taaPEmsoa go yalow aim I &Room" ama owi9=17 ON0712017 ffir21/2017 Approval A=rA*d for W 9wd8L Approved for Sat kesd Proton Product Dabododw It EXDWMIW Data k."Vw 2dddLt= ROARM PNWAO Meal Connector Pats 1231/2022 Ye Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pena I a 1 IPM10 lti Iatt laWm sligglififfigges 2ROA ADWOULLUMM VHdsbd.By YMMM kma1MY 191130 Alcohol AaoffiYal HMIIM RwWom 2017 MITak IndushNa, Ne. David Wet IOC EveheOon Service, LLC ICC Eveustbn Service, 1011962017 10n9=7 10122/2017 Approved 0 - 0, ): Sanctum] Components (314) 951-7480 I.I.C. Subcadhol : Tin Plates d.*MMR.som OM 6994s00 Complaints* Me**& Evaluation Report from a Product Evaluation EMRiI F1.021974M Product* Approved for M" OWAM Product Model. Mwnbw"Phil kirAg o FLpma 1 missm 18 go. dupe high Strength bm connector plate 0110112023 Yes Yu WA WA Search Criteria Florida Department of Business & Professional Regulation Pape 1 a i Building Codes and Standards iamis Product Approval Application Detail Ftsstn4es 22K F 20 go Bak B9801na 20 Stem the M&rAftOOM Steed Enabl*K&Li D validdodBy V $tam t Aearoed E!ffiM Revision 2w Mlrsk bMnetrin, Inc, David Wart ICC Evaluation Servos, LLC N:C Evaluation Service, 1W182017 IOMMO17 for a l? Approved Category:. sk4cw f Components (314)861.7480 LLC. S+ ry: Tice Phan (no) 889.9800 Colvlmam eSatlrod: EvokWim Report from a Product Evaluation Erday FLM974 8 Procter owowAsrzbtm Avowal be Up Approved for the mmm Dealers $ffi$ in lim outside HVHzMadam p� a 1,17120HIS 20 ga. high strength toes connector pate 01MU2023 Yce Ye WA WA Florida Department of Business & Professional Regulation Page 1 at Building Codes and Standards its ao Product Approval Application Detail Cd. Entity or Date Date Date Pendirw Date Tvae Verson Manufacturer Corked Engineer & Lid--- Validated By Validated Submitted F13C Aowaval Aooroved Status Revision 2017 Carpenter Co. Tracy Lore MIams-Dade BCCO-CER Miami -Dade BCCO-VAL 101=2018 1026/2017 11/0112018 Approved Category: Structural Components (863)687-9494 (7861315-2590 Subcategory: ryInsulation Fom Systems braoY lane cal emeroom Compliance Method: CenlOdallon Mark or LsUn P g :. '- " Ft#142sYsRRI Products ;.: Quality A.su Add o ,d for Use Act -d for Usa Ict mpa Demon e # Product Model. Number or Name Product Description Carl Exolration Date in HVHZ outside HVHZ Resistant Pressure 1 EPS Insukgar Expanded Polystyrene Block Type 04/112022 Yes Yes NIA NIA Search Criteria Code Verson: 2017 FL #: 14281 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Neme: ALL Product Descdpffan: ALL Approved for use in HVHZ: ALL Approved for use utall HVHZ: ALL ImpactResistem: ALL Design Pressure: ALL Date From: ALL Data To: ALL N C Cn O -� ^L O O W . � co U10 U) CIO O -CU V! O M O = Illco O ^, OW ._ i U) Q ■ ■ (W W _9__ V ) ICU [L_ r� O 0 ^Does W MV W .2 rl