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HomeMy WebLinkAbout38130 Fallstone Wayb E E co J cn r, co i E a C E 6 M PM O C> °i 0 0 N 00 c2 r- 00 N E v a_ c c Q c�v N D a E E O L c J i (n 0 v 0 O �I i U 0 a i 0 C U J Q) iy. O 0 0- N N d- v 0 m co ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Fir. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD orReq'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BILK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core 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 HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor K/WALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M, Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WOW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ, Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DISTor Dist. Distance MIR or Mir. Mirror LINO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish MIL or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D,W. Dishwasher ' OPNG or Opn`g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or WIC or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht, Plate Height WIP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or fin. Fir. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 05-21-16 1.00 NEW BUILDING CONFIGURATION 12-28-17 2.00 2017 FBC CODE UPDATE 06-27-17 2.01 UPDATED PER FDS REVIEW 12-19-20 3.0 FBC 2020 CODE UPDATE 02-16-21 4.0 ENG. REVISIONS PER TRUSS ENG. 06-15-21 4.1 STAIR SECTION REVISED - C.M. 08-09-21 5.0 NEW ELEV. X (ENHANCED) 08-20-21 6.0 REVISED SOFFIT DETAILS - C.M. 10-10-22 5.0 REV. ELEVATIONS PER C.M. 11 ill 11 -- g 1 1-01 R-E-s i� ii ison 10001 ii � O �"'� iii I01.100011��� Mir, Etalily UNIT -A 1532 UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 6 -UNIT TOWNHOMES (ACCCCA) 6-UNIT TH (1532-1624) UNIT -A 1532 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET — 2 FOUNDATION PLAN 3 UNIT -A 1532 FLOOR PLAN 3.1 SALES OFFICE PLAN (OPTIONAL) 4 UNIT-C 1624 FLOOR PLAN 5 list FLOOR BUILDING PLAN 6 2nd FLOOR BUILDING PLAN 7.1 FRONT AND REAR ELEVATION 7.2 RIGHT AND LEFT ELEVATION 7'3 FRONT AND REAR ELEVATION X (ENHANCED) 7.4 RIGHT AND LEFT ELEVATION X (ENHANCED) 8.1 ROOF PLAN �^ 8.2 ROOF PLAN ELEVATION X (ENHANCED) 9 FLOOR FRAMING PLAN 10.1 ROOF FRAMING PLAN _ 10.2 ROOF FRAMING PLAN X 11.1 UNIT -A 1532 ELECTRICAL PLAN 11.2 UNIT-C 1624 ELECTRICAL PLAN 12 ELECTRICAL SERVICE PLAN L1 LINTEL DETAILS SIN STRUCTURALNOTES SN1 DETAILS 53M MONO DETAILS S4 DETAILS_ S5 DETAILS S6 2-STORY DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 FRAMING DETAILS WP WATERPROOF DETAIL PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL 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. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. r0 t C%4 M ter_ c� , , a AD 0_ .: DEC 29 202 J'' ppk}qpp p! g qhi%iB1llB�if�g .+.....�+ '&go wi NO, f., . �A5E /yV. Cj !1'� C� �O. �O F L a"••... ,. 1 ON rd�r�r� �``\M``��e S.S /41111111111'�0 To the best of the Engineer's knowledge, information and belief," the structural plans and specifications contained within 4hasb' drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q* w11- VE V y � C N r`• 0 oo n U) m'-t LL a; Q U LL W u- � a oQ Z W � ca 04 0 W co 1 j m w . Z 00 ryZ Z N Ov W 0 w ❑o 0 M c � N M 0 00 zCO �o 0 ¢ d; J in - N co 0 -1 M U 0 W o �N � U Eaim I t x 0 N N I� W M 0 z L__Jl_ c6 E zo 00 g }rye QN E U < W K ca _ O E pca x� ¢ ep OW Wz C—:,rQ N L ¢a W o ww ¢o z OY m 0 o O� az NFW- 0 r�J W 5 a F. o� o C) ai m N 0 r (� N O L� p C:) a M 00 m IL O H E M r? 04 C) C* C C3� C6 q -� � N � N C� tS7 Q 00 r 00 0 Z ca Z rri T E O r m co o .j n ni C o c °3 JOB NO: 22-11687-11682 SCALE : AS NOTED SHEET NO. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED, CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P,S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) W.W.M. PLACED IN UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 OR FIBERMESH REINF. SLAB THICKNESS SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN w CONTROL JOINT DETAIL SCALE: 1 112"=V-0" ­—#5 #5 CONT REINF. 'e SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE - °o FOR EA. HORIZ. REBAR, TYP. U.N.O. • -------------- ��' vaC •v vi I ems •��' TYP. CORNER BAR PLAN DETAIL SCALE: 1112"=V-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W 1.4xW 1.4 W.W.F. .. d ,4a .. C A" ae a a. O a' 4, ,A. ^, oa ° 3 C a a Tq. a (4) #5 a REBARS CONT. 4" Z-O" 4" CMU BEARING WALL FOOTING 5x5x3/8" A36 STEEL BASE PLATE I 1 1 1 — 1 I 5. SECTION A -A n SCALE: 3/4"=V-0" SYMMETRICAL 14' 13'4' 1 S-8" 3'-8"'0 134- '-0" '-0"Lo 13'4' 1 3-8" VERIFY VERIFY T-0" x T-0" x V-0" VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C w/ (4) #5 E.W. LOCATION OF A/C AC PAD T-0" x T-0" x 1'-0° PAD PAD L L PAD wl (4) #5 E.W. L S3 HOSE S3 2'-0" x 2'-0" x V-0" HOSEHOSE 2'-0" x 2'-0" x V-0" S3 2'-0" x 2'-0" x V-0" BIB wl (3) #5 E.W. BIB RIRwl (3) #5 E.W. wl (3) #5 E°W. CONDENSATE CONDENSATE CONDENSATE 7 4o OIL 4' ELEV. FIN. I I I LINE 4' ELEV. FIN. 1 I 4' ELEV. FIN. LINE �11 A a- CONC. SLAB 0- CONC. SLAB 2 ( I CONC. SLAB 2 S3 I 6'-8" 3'-10" 3'-10" 2'-8" Cn I 12'-8" 3'-10" 3'-10" 6'-8" -0" '- "L. 6-8" Lo T-10" L. 3'-10" L. 2'-8" U) r -4" -4" 4" ° } ■ ® ■ ■ ■ ■ ED 11 ® ■ ■ 5 PROVIDE i %a" RECESS FOR r _ I _ r— ROVIDE 1"RECESS FOR I _ _ _PROVIDE' RECESS FOR— j_(- cv F_ SLIDING GLASS DOOR. REFS TO — — — I I LIDING GLASS DOOR, REFER TO SLIDING GLASS DOO . REFER TO I I I `f I MASON'S SCOPE FOR WIDTH -1 F00 I I I� I SON'S SCOPE FOR WIDTH I I MASON'S SCOPE FO WIDTH I - J I PROVIDE LINE FOR PROVIDE LINE FOR PROVIDE LINE FOR All.® I M D1 I I ( D1 ICE MAKER I M I I I M I ICE MAKER D1 I I I I S3 I ICE MAKER S3r r74 7.7,11 I jj `I j I, IL) kj \TII FHERNANDO IN. 3000 PSI CONC. SLAB FOR 'II`II( COUNTY ONLY. 3�' MIN. L = ji L 2500 PSI CONC. SLAB OVER 6 MILII S3 I pp jIJ SQUEEN I I VAPOR BARRIER ® I I I I I I I I DBL. SINK w/ o0 I I I DBL. SINKwI I I I I 00 I DBL. SINKw/ IED I I O0 C,J, - - ,DISPOSA CO _DISPOSAL - _- - C.J. DISPOSAL C° 111 it II 81 I I III II D 1 I 0I I r> I �) IIIL_ _ -iII ( I ( III 11 JII I I I I I IIL JL_ -ill L---JC: =J====JL—__J L—_—JL==—=J I 2-STORY U.N.O. I — -- I f— 4 12'-5" 5'-11" 5'-11 12'-1" 12'-1" 5'-11 " ® I I PW0 I I PWO I I I I PWO I I I D1 D1 I I - D1 I co '�I I I ' I I ° I ' 14'-6' 3-4)" I ( 3'-10" 4'-2" 14'-2' 3'-10'. I I to I- -I r— -I I F M I o I I ( I I I I o i i I o 0'-0" ELEV. I I 0'-O" ELE 0'-0" ELEV. FIN CON . SLAB FIN CON . SLAB FIN CONC. SLAB I I I I I I CJ'C.J. C.J. ° to GG IEdI i I M S3 HDI S3 I I I I S3 I I I m( I @ FOUNDATION I I I I I ( @ FOUNDATION I I I I I @ FOUNDATION I I I I 0 1 '-4" I I 2' 0" 2' 0" I I 161-0 6'-0" 2' 0" 01 I I T As.® I I IL -'I IL JIIL iI I- 1 1 )l I I I I zo I i I I I I N (ELEV. APPROX. ( I I I I I I I1.1/2" BELOW F.F. ELEV. CAN BE NO ■ IMORE THAN 1-1/2° I-- ( 1 �� i I `,` — -- I I i I I-- J �1 I L (BELOW TOP OF — EGRESS DOOR o ITHRESHOLD. FIELD I �I I I� (VERIFY K N I� `° HI / ( N K I I I LO PROVIDE 1I2"RECESS FOR S3 L� _kI AAA 1 S3 cn PROVIDE 1/2" RECESS FOR PROVIDE 1/2" RECESS F R FRONT DOOR. REFER TO 't I I v FRONT DOOR. REFER TO � L FRONT DOOR. REFER T r T 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A ELECTRIC (4) 1 /2"x3 3/4" WEDGE ANCHOR BOLTS w/ M I N./MAX. 3" EMBEDMENT tf A \_CONCRETE SLAB KF"M24 BOLLARD DETAIL PER PLAN SCALE: 3/4" = V-0" ASON'S SCOPE FOR WIDTH 2'-104' Z-10j" MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH 2'-10T ■ ® ® ® FM24 I FM24 ® ® ® ® FM24 Tl / i I i I 4" / 4" -0' 4'-0" '-0" O„ I 10'-6" 10'-6"[10"'-0" 4'-0" 1-8 1'-" 4'-0" O" D" I 0'-6" co I _ Q o I j -4" ELEV. FIN. co ( I -4" ELEV. FIN. I `� I I M 4' ELEV. FIN. I i zoo k CONC. SA I I CONC. SLAB I CONC. SLAB PW01 ELEV. APPROX. ® ( — __ --" D1 I 2IELEV. CAN ENO■C.J. I C.J, C.J. - ELEV. ROX. ( I cr MORE THAN 1-1/2 - 1 1/2" BELOW F.F1{_ EO BELOW TOP OF �, 5'-8" N Wo I c t o ELEV. CAN BE Nd I EGRESS DOOR o N n I MORE THAN 1 11 T-0" x 3 0 x 1 o I 2I I THRESHOLD. w/ (4) #5 EA. N L o I I 9 I I I I all ^BELOW TOP OF I IF FIELD VERIFY ® I ( I S3 53 EGRESS DOOR ro 55 I I I 55 I THRESHOLD. I i I 55 � ■ I b1 I I I I D1 � FIELD VERIFY I I� I ° T � o I I I "' I, I`" "' I I I I o co -}- I S3 I I YS3o "SEE S-3 FORLRECESS OPT." T L--- — J ■ i + L ® a7 ■ S3 HOSE J (2) #5 VERTICALS HOSE (2) #5 VERTICALS BIB WAN FILLED CELL WIN FILLED CELL BIB V-8" 8'-0" V-8" V-8" 8'-0" V-8" 11'4" 11'-4" 6-8" 13'-4" ■ S3 ° L A71i� S3 ■ A HOSE (2) #5 VERTICALS BIB WIN FILLED CELL -8" 1'-8" 8'-0" V-8" 1 V 4" INDICATES FILLED CELL WI3000 PSI CONC. GROUT FROM FTR. TO BEAM WI 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT Wl26' EXT. ABOVE SLAB. GRADE 40 STEEL FOUNDATION PLAN SCALE: Y4"=V-0" +�8 Gam',, c. 4 C3 ®_' ua C3 2- r a. cn x W ca N� 0 �v ���,��ii'16961i$l�Epj+� Q,R®1!V �e� C-4`1. S. • �. O .. 3€!I To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E, 0 �% f:In N b g J it! dj 64 0V u Ju; W �ut� 'Lz —� a m c >= N z P O o W W Ogr�CO C/5 rn m 9 3 IL ILW N t� z J Z U oO Q U ❑❑ N M O z a� M .o QJ LL 4, �w 0 L, g c) gz I I all "' ~- _ o�o L U 7 N 00 Q N 0 co w M o z ¢ �L- p �� ©� Q N z® o n V gQ (O F- oa 00 o� C) -0 <z 0 � 4 ww J C ¢= Y V ma � ¢w gzo man ci �i � a m w V Q O l oii to a 0 0 M c%4 ccei ca ~ � r E OO 00 U_ Q ,1 M IC 3 00 M N � .�--+ 0 N 04 C.0 c.i�./ QOb L T d LO r- v M 00 CY) T_ 6 z E 0 r a E? U ¢ o JOB NO: 22-11687-11682 SCALE : AS NOTED SHEET NO. 2 OWNER'S BATHROOM SCALE: 3/8" =1'-0" q r. BATHROOM 2 SCALE: 3/8" = V-0" STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 1 U-8 3/4" TOTAL RUN = 14'-2" 42" KNEE WALL \ WITH 1x8 CAP & 3/4" PLYWOOD \\ CASING (AT 2nd DECKING FLOOR ONLY) 50 CD \ ih \ \ F. FL. \ ----------------�� -- 18 \ 17 \\ 16 \\ 15 \ 14 \\ 13 �\ 12 11 CONT. 10 HAND RAIL v 9 i� 8 7 6 5 F12x STRINGERS 4 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18Jx254 S.H. 13 20X38J 18JX371 S.H. 14 20X50J 184X50 S.H. 15 20X63 18JXi S.H. 16 20X72 187'X714 S.H. 1 H2 27 114 X 26 21 S.H. 1 H3 27 1/4 X 38 J 26 x 37 1 S.H. 1 H4 27 J X 50 1 26 x 50 S.H. 1 H 5 27 J X 63 26 X 62 112 S.H. 1H6 274'X72 26X711/2 S.M. 22 37JX26 36JX251/2 S.H. 23 37 J X 38 a 36 J X 37 3/4 S.H. 24 37 J X 50 a 36 J X 50 S.H. 25 37JX63 36JX621/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 8 52 4 X 37 J S.H. 34 54 X 50 s 52 4 X 50 S.H. 35 54X63 52JX624 S.H. 36 54 X 72 52 4 X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H, (2) 2X8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL �r DRYWALL 1 1/2" MIN. CLEARANCE 0 to 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET BLOCKING AS REQUIRED F. FL.�N U UYJU 2 1 F. FL. HANDRAIL DETAIL 14'-2" 2x4 #2 SYP. P.T, THRUST SCALE: 3" =1'4' BLOCK W/(2)-1/4"x 31/2" TAPCONS @ 16"o.c. AND TYP. STAIR SECTION 3" FROM EA. END. SCALE: 1/4" = V-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (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/ 112" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.QE Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.OE Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG 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 Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 7314 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 318 inch. Tread depth: The tread depth shall be not less than 10 Inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. V-4" 13'-4" VERIFY AC PAD LOCATION OF A/C PAD m A OUTDOOR LIVING o S3 9'-4" CLG. A.F.F. CONCRETE 8" to 6-0" 10'-8" _ 6-8" to 3'-10" LO 3'-10" 2-8" O� C 6068 SGD O :�;o Q r 5-SH - 2468 REF - I 7'-11" 3'-2" 6-7" I O I O 77 C LO DINING N KITCHEN Z I'O 9'-4" FLAT CLG. 9'-4" FLAT CLG. uk TILE TILE SINKw/ D/W DISPOSAL I I Cn I O a r---U FLRG. LINE-------- 2x8 WALL 6'-0" 3'-8" 0 16" CNTM AT 42" rn b z A.F.F. 1/2 WALL ;nco® N CAPPED d' r 1 II UP 2 T eo N 3 m co `° 55 4 O ch D1 GREAT ROOM 5 TYP. U.N.O 9'-4" FLAT CLG. 6 CARPET 13'-8" 7 9 Co S3 10 11 o Ot=n 12 LO ry 2x6 WALL M 6'-8" 2,-8" 4,_4" *NO UPLIFT* _ Q - - -- S4 - - - 00 iv FLRG. LINE 1 H1 b I - _TILE 706 t_ CV I rn N J FOYER N ' 9'-4" FLAT CLG. 2868 g TILE 0-1 Oo 00 4 ~ TT.O,M - 7'_0" 2'-6" © 3068 rM BUILDER TO PROVIDE APPLIANCE 2-0' 4'4' -0" PROTECTION I WHEN C?2'" " 4'-8" REQUIRED PER EN Y °� CONCRETE FBc CD 9'-CLG. A.F.F. 1-CAR GARAG E --------_ g - 9'-4"FLAT CLG. CONCRETE 0 STONE 00 4 -- VENEER T - `1 16" SQUARE o r CMU COLUMN in - -_________ _____- I I C? I I LINE OF 2nd STRY. ABV. s- I- - - t '- oo g I **NOTE * I 0o p I BILK. WALLS RE 8'-8" TALL FOR "A" LJNIT 5'-8" HB FROM FRONT OF 00 Zo I LO GARAGE I K TYP. @ I o I S4 GARAGE N 8'x7' GARAGE )OOR 1'-8" 1ST FLOOR PLAN - UNIT -A 1532 SCALE: A"=1'-0" D1 STONE VENEER T r t I b ih FILLED CELL LEGEND 0 CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR M FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) � - - - - - - - - - - - - - - - -7 34" #0 12'-0" 3'-0" 011 01 1'-4" V-8" 3'-10" 5'-0" 2'-8" (3�10" MOD 25 SH MOD 25 SH (39"x59") _ - (39"x59") EGRESS I EGRESS o co '- -- I OWNER'S 55 BEDROOM D1 - TYP. U.N.O. Ma 8'-0" FLAT CLG. CARPET CV o I iio b iio 17'-8" Zo io 64" u 4'4" 7-0" I M.C. ----- R&S -- - ----, LXM o 0. BATH I 22"x36" 8'-0" FLA CARP CLG. ATTIC T ACCESS I C I9 - 00 /i \\ 1l M iv N I FLAT CLG00 8, N I / ICARPET I PW01 0 L _V_ J - -- ----J TYP. FR&S O co O I - N N co 2868 5 6 ix CO v E T 7 ]0 - T A. . - 00 to c(`08 io AHU 9 CO - OWER P I F- 10 T � Co � R/A I I 11 rn 4'4„ 3'-4" I 3'_8" 00 r ' LOFT 13 f LID `D 8'-0" FLAT CLG. 14 0 11 00 N CARPET I 1500 I 16 I co _ 17 fFE UP 18 7' A.F.F. L� - 1/2 WALL o CAPPED = 5'4 (V 1'-10" 9'-6" IT O v7 N c2 - b T -1C\l V 0" --- P`� BAT 2668 - o 8'-0" FLAT CLG CARP _ M.C. T 9 -_ J WIC 8'-1 FLAT CLG. �y I CARPET _ 2668 _ may. i U) I N O r iQ � 10 co M BEDROOM 2 _ R&S '!ii 8'-0" FLAT CLG. - II CARPET M� T _ G.T. - - -- -- ^ - - G.T. io - -_ © 9 in MOD 25 SH - ( 39" x 59" ) I7I Fi® Ii EGRESS 3'-8" 3'-10" S-10" 4'-0" 7'4" - b _ lot 7'-0" 11'-4" 1 10 18'-4" - - - 2ND FLOOR PLAN UNIT -A 1532 SCALE: y4'=V-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" A +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 O +26.6 / -33.5 GO SEE SN SHEET OH SEE SN SHEET W140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 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. Other openings between the garage and residence shall be equipped with solid wood 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 not have 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 as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Ed. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL 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 1ST FLOOR 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S.F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. 1939 S.F. 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 EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. ,,, o 0 LU W C=,;` tii c cc ca m N f0 O a- w O w Q " 3. M AM SRO VV `. • NSE� •.` U SSlON d `�Ipfr/Ji,11111ttt To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th 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 E g g Nc co o 0 ,,4%, OD N 00 N m 7 0)m ��Z a 'S " 5 W a Z 5 ° c ' 13t? " �O ca L - y �? O 0ILW =3 @ co O m ILWcn�6j6' Z N N Z 4 J 0N o Z W ❑❑ z � 0 z10 z o � JIL '11 � to N z = 0 00 I-' - w � r� J 0 �y N �N � W r- - E � 3 _ U o Of ¢ Wco • C14 CD co m ¢ Z LL w� Z g �R E o �� Fz no()a __® oa U OE a0 2 a z IKZ N L co 0Y U ro 0 0 O� Z J aW ZZ o a0 W)� M0 �w �� z =3 O a s al V < =1a C c O >�� ai rn N C� A co C T E 00 M 60 LL CV) lo � M 1.i7 �._ C) C M N G4 tU MO U-) N Woo r Lr) V-- M 6 m Z E O r E � a U 0 Q p JOB NO: 22-11687-11682 SCALE : AS NOTED SHEET NO. 3 OWNER'S BATHROOM SCALE: 3/8" =V-0" MIRROR \ TOWEL BAR O 0 CIUD 9 80 M ? 0 m o _ � b STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN = 14'-2" iD BATHROOM 2 SCALE: 3/8" = V-0" 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) ---------�- -- 13 i\\ 12 _ 11 10 9 8 7 2x STRINGERS 14'-2" FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 251 S.H. 13 20X384 184X37i S.H. 14 20 X 50 J 18 4 X 50 S.H. 15 20 X 63 18 J X 62" S.H. 16 20X72 18JX714 S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1 H3 27 114 X 38 26 x 37 4 S.H. 1 H4 27 J X 50 1 26 x 50 S.M. IH5 27aX63 26X621/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J4 X 38 i 36 4 X 37 3/4 S: H. 24 37 J X 50 J 36 4 X 50 S.H. 25 37JX63 364X621/2 S.H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 z WIDE S.H. 32 54 X 26 52 4 X 25 1 S.H. 33 54X38i 52JX37i S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. (2) 2x8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. HAND RAIL TYP. STAIR SECTION HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 112" 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=2950 H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2950 t>_ (2) - 13/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Fallow Q/S4. See Plan for RAG 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 F. FL. 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)-1/4"x 31/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. DRYWALL 1 1/2" MIN. CLEARANCE 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET" BLOCKING AS REQUIRED HANDRAIL DETAIL Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 314 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. 1 VERIFY AC PAD LOCATION OF A/C PAD HB OUTDOOR LIVING 0 9'-4" CLG. A.F.F. o ro CONCRETE �a -0" 16-8" 6'-8" T-10" L. T-10 1A. 2'-8" o 6068 SGID °' ~ - ® �' IA oo 5-SH C °O o f REF 2468 BF °° I Ct io I 8'-3" T-2" 6.-7" o I O 71 f DO DINING N KITCHEN W l 10 9'-4" FLAT CLG. 9' 4" FLAT CLG. Z TILE TILE ¢< I I 0o SINK w/ F D/W DISPOSAL F - - -I I I as r---� I FLRG. LINE - - uJ --- ---- ` 2x8 WALL 6'-0" 8'-4" T-8" 16" CNTR. AT 42" q T' in A.F.F. 1/2 WALL io CAPPED r 1 Vo T II UP 2 co i I 3 4 GREAT ROOM 5 9'-4" FLAT CLG. 6 CARPET 14'-0" _ 7 00 <D ZO O 9 PW01 D1 10 _ GG TYP. S3 11 12 �r 2x6 WALL T-0„ 2�4' 4,_4" o --- vri eo _ _ _ 00 G4 *NO UPLIFT*4- _ _ - W01 FLRG. LINE Q 0 � Z V 1/ D1 i S4 N Fv I co H 1 � - . J u- TILE TYP. FOYER 9'-4" FLAT CLG. 2868 _ TILE 00 00 Oo? d io 9'-4„ fo T.O.M. cl o T-4" 2'-6" M 3068 BUILDER TO PROVIDE %n 1 APPLIANCE PROTECTION `r WHEN REQUIRED PER FBC 2 -0 4'-8" 1-CAR ARAG E 9'-4" F T CLG. CONC ETE ENTRYco in - 9'-4" CLG. A.F.F. © N 60 CONCRETE ip I-----------------r i� o i l I I O I TYP. @50 j M GARAGE I I S4 I 00 I i N fV FV STONE VENEER -/ SIN 8'-0" O 1ST FLOOR PLAN -UNIT-C 1624 SCALE: X"=T-0" 2ND FLOOR PLAN - UNIT-C 1624 SCALE: Yq"=1'-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" AO +29.7 / -32.2 Q +29.7 / -39.7 +28.3 / -30.8 Q +28.3 / -37.0 +26.6 / -29.1 +26.6 / -33.5 G� SEE SN SHEET 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 +29.7 / -39.7 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. Other openings between the garage and residence shall be equipped with solid wood 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 not have 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 as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • 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 112" 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 Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated 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. WALL LEGEND NONE rrrurrrroorrrrororn . . � � � I�a�rnu�suruo���rw.n • • M/////////ON el • ��a�a�a�a+a�a�a�a�a�a'�a�s�i�a�a�i • Essinommmom 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 1 ST FLOOR 2ND FLOOR 664 S.F. 970 S.F. TOTAL 1634 S.F. GARAGE 246 S.F. LANAI 108 S.F ENTRY 98 S.F. TOTAL SQ. FT. 2086 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) ®G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. rw o ® cw ,. � Cn a LLJ C= y ' c4 59 t-� ,; e ' r 4, 40 .- r '•f Sal tee_ r �2. t} CEO- i( UA ru A. ,Ilk 6 v o,Q?O ofi�r�nsoli6lr10%V sSt0� *4�` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and sea[ is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q QE `' v (8 O m w 0 iqLO-r ° �8 a u- L u, W rL u- a. w o `m Z_ C: L A Q W Z IL co . m w co Z i Cl) OU O W El El (D M O G N Mo o � N z o � Q J - V) N t"1 a C Q) 0 o M 4-+ co O to �(U w o w t- C.3 W cc J t-- - E z� o w ce g j QN o Fz od Ca _ O o ro XO a8 <� �Q o �< WZ N azmo -2� fu C� rn m o ¢w z go o w �o C `ID aF aO 12 i) rn B �-� d- tV GSA 0 r (d N C� O 1 _1_0 2 U) 00 J °° cL m 11 0 Mco r N Co C� Q 00 to LV r � L1) � Cn 00 E E O th �` 6 m Z M E O �; r r Co a E • • U -Cs cc Q 0 c � JOB NO : 22-11687-11682 SCALE : AS NOTED SHEET NO. 4 1ST FLOOR BUILDING PLAN SCALE: X"=V-0" `r c CM G. "7 tC fJ5 Cy� a . e Ga CL f, R®�y .ti '••, v.s•tySE U �O • OF �% wU t; PLO To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, to W v E O Q 8 O W ® a0 to N �r ll S J Q LL W JLLLt. 52 0. z O > 2 0 E C� W Oar- O O 0) m o a Z. N M Z 2 ILW x OU U W W 01:1 u M O � J 4- 13 - N M V) a (D 0 LU O LU Ln = Y cior� M r in U c I �o E allW � 8 L Qj O 0 O O W Z M zo Q C� O �R Z® C �7 (B CUCIL x o 0 Q N L wo Ww a� O� rpz a o W °0 z, rn m z Y Z z W O< 2 U a Q. V LL �o01 to w CO w 9� Vim' u z �d a 10, G O .y N m N tv r co CN O 0 O O U M LL O CY) o E M LO 1=— 7 � CD M M CV p� T- r N d� ") r M M T- o z tEo z ri E ,— CO � d E 7 76 U -j Q 0 JOB NO: 22-11687-11682 SCALE : AS NOTED SHEET NO. 5 w Z* 2ND FLOOR BUILDING PLAN SCALE: 114"=V-0" �l ,M _ O ,�a�mm . w m LAJ —:; LA- x CIA �C Qi � 2 �- cc cc 0 Q7 t9 4 • • `� N �f To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W �E ID . CD — 00 N N y r " N � co LL Q -rCO LL W -J U-LL D Z LII W og� 0 z M Z d J ILm �n N OU O Z `/ M M Z N O O O Z QQN Z O Q Q d � N c7 N z C l:J1� O LL 4 V) LU 0 LUOWL W p �N U W J U V' a N O w 0 O CC) W M M o� Z IJL 0 Z o �Q yyZ 4N 0- O m V Fz pa <o U ?o Oz CJ N � <z aZ o ww � '' C �z oY U mo 01 Z z - N J N 0� Qz �z N oa 30 d Q. LL lz m w ao F- 3 mLL < w O 10 o¢ > � a o� C O O N N T ^ V U-)~ CD r E Ui OM0 ♦' J T M U- CD Q CO M Ln C?CD CV C0 •E�.+ O 0 N Cn ob T Lh M M a; E o Z Z iri r E O N t^ @ @ a E .. -0 of U -j Q p JOB NO: 22-11687-11682 SCALE : AS NOTED SHEET NO. 6 U I 0 r 91, AV 0 B KEYSTONE DETAIL SCALE: 1/2"=V-0" WATER TABLE DETAIL SCALE: 1/2"=V-0" 12 4.0r- FIBERGLASS SHINGLES 6" r� /0 c CORBEL DETAIL SCALE: 2"=V-0" FYPON: DTLB4x6x9 ■ ■ ■ ■■■ 0 ■ ■■■ [M7 ■■ ■ ■■■ ■ �■■■■ ■■■■■■■■■ n o 0 0 0 0 0 0 o a oa o o Z MOD 25 SH A— MOD 25 SH MOD 25 SH MOD 25 SH F.FL. 16" BAND- —� N TEXTURED FINISH —' `CLG. HGT. �t — -- — — — — — -- -- —---.--- —.—. -- — — _. — — -- — — — TEXTURED FINISH a Q? o l ❑000 0000 LU U ELIEE] E:]E:]E:]E- �0 - ❑00❑ ❑a❑❑__ o _ F.FL. - - - - - - - - - - UNIT -A 1532 FIBERGLASS SHINGLES T.O.P 12 4.0F Z MOD 25 SH-- MOD 25 SH MOD 25 SH - 16" BAND - - - - - - - - TEXTURED FINISH .--- ---- -- -- —------- --.— -- -- — — -- -- _, — _ -- — -- (=i-,TEXTURED FINISH T' ilk0 �E _HEIL]= UNIT-C 1624 UNIT-C 1624 HDR. 60 o Z_ MOD 25 SH MOD 25 SH o Z MOD 25 SH MOD 25 SH MOD 25 SH MOD 2! r n nn ■M■M ■■ ■■■■ ■■ FMININ ■ Gail IMIM ■ = I I�t WxTGARAGE r••- ,M'Vi- - --J - - 30-68 r• UNIT7:-11 1624 �r*�trur�.i.7: v�tr�.rxz.7:i oil 0� 000� UNIT-C 1624 IVIUU Lo bm 12 �14.0 TRIM BOARD FIBERGLASS SHINGLES FRONT ELEVATION_ SCALE: 3/16" = V-0" 12 14.0 FIBERGLASS SHINGLES - _ T.O.P. -------- HDR 0 o co Fo r n F.FL. TEXTURED FINISH TEXTURED FINISH TEXTURED FINISH a� o 60 o 00 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD UNIT -A 1532 UNIT-C 1624 UNIT-C 1624 - UNIT-C 1624 UNIT-C 1624 UNIT -A 1532 REAR ELEVATION_ SCALE: 3/16" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH* ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 &ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. 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 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. 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. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier 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. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction 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 intersection. • 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. REV. 09.24.21 ems• fiF LU _� a _ >/LLJ ® 1� L . g 3 2 r` .`` SE s 6 '' c ;e r • �` S FL 14 el,/dI Wt�\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering port ons of the drawing pages bearing Engineer's signature and seal. I E O M ea w d N � [p � cmib Co N 3 co ,4 r M V LL C � u- W M u- u- S m _ V, n t 2 o W0�pjO' m N N Z <C ZOU O ❑ ❑ V M 42 N Ch O O - l/1 � 0 o LL 4.1 �V LU � O w g e 1 v LU ro z Q 8 8 • N �N 0 VEc� M y¢ o LL � E Z �o �o Y N Qo Z® Ca u w& 00 CL �¢ o� O QZ QaW� �¢ Wz Y m z - C�o Cn J �. aW 22 > � zo 5Z ownLy L� of w a m w �3 a� o v w ZI< ° 8 c O 0 E > (� ui CD N � co _ � M C- ~ IM Q T cn W MM OO 75 -�° U- O E C7 00 N +., O r N � CD CO M < 00 N — `� LLO GD cy) 00 r v o z N Z 3 T E O Ul T— ,— c = a E 0 - • Qj ¢ o °i 10B NO: 22-11687-11682 SCALE : AS NOTED SHEET NO. 7.1 LEFT ELEVATION SCALE: 3/16" =1'-0 KIUH SCALE: 3/16" = 1'-0" ELEVA I 1UN 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 C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Pilaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. 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 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. 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. No, 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier 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. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction 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 intersection. • 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. REV. 09.24.21 c.4 Cn ctp -o LU a� cm cc c �.� y Y1. E ,N� ... •., cv E ' 4 e F LO ftr •,• .•`�� a� ?OFESStONti r�r rlt31't,%0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W E o �Q V N CCOD Cc N ti O;te N N U) a N M V # LL C u - -, LW 10 3u a Z — I 4 Y (0 C0 9 C? o i � =3 W m w Z 0 Q LL ILW �n N OU N Z L) NAMW on a o O 00 0 N O M vl � 0 S Q) " 'n'C 4-1 � fC5 ter., U O ,,, o t/1 � wss w r — E MINC & 6 I S s � z� • � i'I C� o o®' N Oi C7 w M co ¢ o z Q __J u.. E �o P OLL Z N ill-. 0 v Fz ❑a CCU 0 OQ 00 0K o ro cV F- a0 a0 8 &a ww L N C: m 0 O o UJ J 4 20 oson go a 4 3 son V G O N = wa �r O ' 1I¢ �o ° c O 0 .N ui rn N (o co O � _ .._ . CM 00 CU LL f° LL o coo LN F=— _ O M N M G +-+ 0 r N t 0 N CU < Lo C6 oo r M o Z W Z 3 Vl T E Q T c`a m a E v U ¢ o � JOB NO: 22-11687-11682 SCALE : AS NOTED SHEET NO. 7.2 Attic Ventilation ATTIC VENTILATION CALCULATIONS Attic Ventilation to be in compliance with the Florida Building Code 7th Edition ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% 1 /150 Rule 1/300 Rule Ridge Vent Amt 4'-0" 4'-0" 4'-0" 4'-0" 10 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" but no more than 50% of the required ventilation is provided in the upper portion of (No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) Off -Ridge Amt. the space to be ventilated. Upper ventilators shall be located no more than 3 feet Req.) (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by cave or cornice vents. Total Ventilation NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT *. ATTIC Provided by CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN-- f SQIN. oUpper (Values to be verified with Manufacturer Specifications) SPACE SQ. SQ. FT. SQ. IN. of . FT. Total SQ. Ventilators of ventilation to • OFF -RIDGE VENTS 138 SO. IN, OF NET FREE AREA / UNIT vented IN. of SQ' IN. of SQ. IN, of (See Elev) NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT • SOFFIT VENTS 7 SO, IN. OF NET FREE AREA if SO. FT. ventilation of Soffit ventilation vented be provided Ventilation Ventilation • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA I SQ. FT. required soffit by upper needed required needed ventilators *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: .TAIL 55/D-1 FOR SEE DETAIL 551D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA I FT. IIATION ON FIRE INFORMATION ON FIRE INFORMATION ON FIRE INFORMATION ON FIRE INFORMATION ON FIRE INFORMATION ON FIRE "Formula; (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) ! 9 =(Linear Ft, of Deck -Air Needed) ING @EAVE BLOCKING @EAVE BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE Main 0.0 2.0 -- Floor 901 865 124 432 31 216 276.0 (Zone 1) 0.0 276.0 Ar Id Main Floor 0,0 2.0 (Zone 2) 1010 970 139 485 35 242 276.0 C-4 2 cv � 2 N 2 N= 2 N_ 2 N= 0.0 276.0 d H FU- H d FU- /4:12 Upper Floor 0.0 2.0 a (Zone 3) 1008968 138 484 35 242 276.0 o.0 276.0 Upper Floor (Zone 4) 110 106 15 53 4 26 OA o.o o.o 100 Upper Floor 0.0 0.0 I 0 z lop, (Zone 5) 108 104 15 52 4 26 0.0 0.0 0.0 Upper Floor OOF a I 62 60 9 30 2 15 0.0 0.0 0.0 (Zone 5) PW01 PW01 PW01 PW01 PW01 **NOTE** D1OFFD100or ArD1 D1 D1 ( GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. tU-- 77 <r H FU�- ( ©esigin No• 11945 .APM 0§}.2019 00, I Bearing 1Nall iuii r4 - R HR. ocioll rkig Wall. Rating - 2 fil This design war evaluated using a lead design method othae than the Limit; Btates 0849n Method (a.g., warkrng stria" posign FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT Metkgd}. ForiurkdlaYr nu"Pwing the tirltlt sttitnr our n t4emadr such as Canadii, a-lnaa rbstriatian tacRsrr hau hs late -sae PLYWOOD LOCATION. PLYWOOD LOCATION. PLYWOOD LOCATION, PLYWOOD LOCATION. I Guide Bxuvar BXUv7 * IndiGateSsuck.-Prpduetsshall; beaetha Ukflr-rU4 CH 11rlleadloo Markior�ivrUdlGi oreAmP�lting the UL Or CUL00, . GartiiiCirtion (3ueh DO NOT BREACH DO NOT BREACH DO NOT BREACH DO NOT BREACH a�s�anaaa}, redPectl,relY; cu { 4 4 OFF RIDGE VENT 4 OFF RIDGE VENT ; I R VENT f 4 FF RIDGE ENT 4 OFF RIDGE VENT 4 F RIDGE VENT 4 OFF RIDGE VENT 4 OFF RIDGE VENT 4 OFF RIDGE � 0 G V 0 O F N �{ 000 000 3 4 lrti7El.GEttT3i ' &Fly r' 4:12 I 1, rancrete BIo£1¢;.* yarrous;;designs, c1a1,PIfl4ati66:D;,2,(2.hr),, PITCH PITCH _ f � N seseailerete Bioeks cate�orYf»r Iistof­elfgYble mahufaciurers, T �- H 2 Mortar - Blocks .laid in full bed of mortar, norm. 3 fa in, th lck, of not less than 2-114 and not more than 3-112 parts of clean sharp sand toil Rat PatLlana dement'(droportlatted by Volume) and not more than SO pettettt hydrated time (hx cement vislume). Vertical joints sfaggered ol 4 3 Portland. Cement Stucco or Gypsum Piaster - Add: 1/2h r to classification if -used, where.,combustibIs rrembers are �('� 12oil -.� ¢ I Fes med nt be applied on the face oppositeFraming to ar niece a maz; Classification of 1-1/2 Hi', Attachedto concrete blocks (Itern 1} o PITCH I PITCH o 4 Loose Masonry F111 - Ifa11 core spaces aii"lled vdth .loose dry expanded slag;: expanded clay or shale (RotaryKiln" a I Process)., seater repellant vernnculite masonry fill insulation, orsilicore treated peHite loose fill insulation add .2 hr to classifcaton, 5 Foe mod Pfastic*.-(optional-Not Shown) -1,112'.In. thick max, -4ftwide sheath Ingrattachedto-concrete -blocks . (Item 1), ATLAS Rr4YS O G CORP, Pro Energyshieid Pro waft Insulatlon", 'EnargySMeld Pro:2 Wall Insulation', Energyshteld GGF Poo N V N U C4 U N U CARLiSLE CQATIN6fi & WATERPROOFING INC- Type R2} SHEATHE 44OFb LL �t t1 I FIRESTONE, BUILDING PROb.UCT5 C# L L.G -' Enverge ` GI Foll Exterior Wall Insulation" :and 'Enverge;-" GI Glass Exterior Wall Insulation" HUNTER PANELS'.- Types Xcl-Class A, Xd 2.86 N t- � V .N- RMAX OPERATING L L C-"T5X-a560"'TAX 8510",.'Therinasheatk-XP',' ECOMAXci", "t'harmasheath-31, a ( 'Duras.Fieath-3" I THE Dow iHEMIC3L CD -typesThermax, Sheathing. T ermax tight DLLty Insulation. Therrnax, Heavy Duty Insulation, . 00 Thermax Metal Budding Board, Thermax White Finish Insulation, The rmaz d Exterior Insulation, Thermax XAMOR ci Exterior Insulation, Thermax IH Imulation, Thermax Plus Liner panel,: Thermax Heavy Duty plus (HDP) and TUFF-R"° ct Insulation 4:12 4:12 54, Building Units,- As an alternate to Items 5, min, i.in thick poly socya0urate composite foamed plastic insulation I� TCH 4:12 4:12 PITCH ( board X PERATIm. y L gs tn. I I - - - _- RMAx OPERATING 4 L C -' Tl ermaskeath=SI", °ECOBASEci", 'then naSase-GI" TC *- Indicates such Products shall boor the UL or pU4eertification Marti for jurisdictions einproylog the UL or cBL CeertillcatIon (such as Canada), respectiveiv. 0 Or lu-t-uadillik on 2018-04.49 GA iFILE Nei, ASW O814 PROPRIETARY* 2 HOU I as to as 5TG FIRE SOUND go z 4:12 GYPSUM PANEL PRODUCTS, STEEL H STUDS 4:12 4.12 _� Two la 1"x 2�l" I gypsum panels, i 1 �� ��'� 1 4:1 � 1f+iLE1 proprietary type X gypsum pavers tnaerteci kteiwaen hoar and ceiti runners with steel H stud ttetwealt adjacent sirs of ,< n PITCH PITCH �? _ PITCH I . A 3f4 minimum air space mu$t be maintained between steel camponarlts &rid I� TCH PI G � -- �^ ) adjacent framing (as !no sated b dashed lines in slketc h As an alternate to - - N PITCH PITCH I l= an air , ) I T�~ I space,. the sleet ce+rllponBr�tls are co+rared with � Wide, battens Di 91�2'- �r Q- - d PROVIDE 2x BLOCKING W/ (2) 12d type 3( gypsum wallboard or full sheets of 112` type X gypsum Wallboard screw attached to, the steel components, Y kf OK-. _. ,� J i.,_ (..� NAILS EA. END BETWEEN Sound tested w th 2 x 4 stud wail faced with i72" regular gypsum wallboard each `, , 4 1 2 1 2 TRUSSES side of saseinbly and 3-1 /2" glass f,"tber in stud space on both sides. ( 1 _ 4'-0" FROM SEPARATION WALL. Height limitation 68 feet: - --- 1 IRE RESISTANT SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR FIRE RESISTANT SOLID BLOCKING BETWEEN ILYWOOD LOCATION. 2 INFORMATION ON FIRE INFORMATION ON FIRE I 2 INFORMATION ON FIRE INFORMATION ON FIRE 2 PLYWOOD LOCATION. TRUSSES TO BOTTOM SIDE OF PRbPRIETARY Gypsum PANEL PRODUCT Thidt ass: 3.1I2" (Fire) )0 NOT BREACH BLOCKING @EAVE BLOCKING @EAVE BLOCKING @EAVE BLOCKING @EAVE DO NOT BREACH PLYWOOD. BLOCK MUST BE 19-314" (Sourtl) Georgia-Pacific "PITCH CUT" (SEE ELEVATIONS) Gypsum LLC ...,,,,... 1' DensGisas@Shaftliner A pprox Weight9.5 psi TO PROVIDE AS MUCH CONTACT File Test WH14W1290 11-15-K FIRE RESISTANT AS POSSIBLE TO UNDER SIDE 1117SDesign0pNVA120-04 PLYWOOD LOCATION. OF ROOF DECK. ALL JOINTS WHi4 11 +,31595; NON -VENTED SOFFIT DO NOT BREACH NON -VENTED SOFFIT NON -VENTED SOFFIT AROUND BLOCKING MUST BE WHI495477'43&0744, CAULKED WITH APPROVED FIRE 1-28atn NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT CAULKING. ITS316QB14COQwOOZ NON -VENTED SOFFIT ULW17,04NMI15, PROFILE OF ROOF TRUSS s-1s-04,ULDesignU373 NON -VENTED SOFFIT BEYOND SEE PLAN Sound Test. w�L ft to zsl, a1_at - TOP OF PLATE ROOF SHEATHING TYP. FIRE CAULK EDGES AT EACH SIDE -_ - 2x6 _ - SUB -FASCIA - EXTEND THE (2) LAYERS �► ; - - s TYPE "S" MORTAR OF 1" THICK USG GYP. - - (TYP.) WALLBD. LINER PANELS OF 2-HR. WALL INTO DBL. 1x PT NAILER a SOFFIT AREA 1/2" GYP. WB. 8" CONC. BLOCK CLASSIFICATION D-2 _. PER UL U905 (TYP.), PER UL U905, MASONRY WALL �'' .' PROVIDES 2-HOUR PROTECTION 2 2 Hour Fire Resistant Soffit 1 1 Hour Separation Wall SCALE: 3/4"=1'-0" ��J SCALE: 3/4"=1'41 ROOF PLAN *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. SCALE: 3/16"=V-0" caw ® t_ > LU C2 : R r..) _ m LL py F cc p _ _ W .0 N g . to d ra rrr as E c an t,1 IV cc rL ca ci �? � r J • N � O oy! w a �• euyep•• .•� 46 ' , f� 3Fh''y f 4 ." f t11 W To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a � E O � 0 6 00 Q) N 'A u� cc LL \ J W LL LL a 13 _z J W - CU C a C9 W � 3:BYO 7 ,(a N W 5 u)s`� md w ZO 04 Z1-1 N OU Q Q y i c3 8 W M M�M N O o 0 � o d Q N M Q1 Ul s w � V LIJ � ro 1! OLu �In o N rn (� v `•. allW J i - E 2S ¢� S O Q In 9 q ®_ loll �I ti p c� z Cl) o p0 ¢ N doz W. Z® oa W. Ic6 x. OW �¢ o (V L a� <0 wo Ww rr� 11101111111111 , - J u O a W z z Qz cn cr) N os z a V ¢o = QY 0w �� OO C" O Z p¢' U 'S C O O ai 'CC N `m 0 cc 1710 CN co cLO o 0 1 ..� o U) 00 W ca mco LL O M H- E CO F-r C:) CO N C �:3-+C>M N N C4 LO c6 tV d r CO 0000 CD 0 M O r ,- 0. E U d) JOB NO: 22-11687-11682 SCALE : AS NOTED SHEET NO. 8.1 r- SYMMETRICAL UPLIFT CONNECTION CROSS-REFERENCE MARK I SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP 5PF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -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 R77A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 1 Od x 1 1/2% 8-1 Old H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 1 Odxl-1/2" HTT5 5795 5/8" ANCH. l(26) 1 Od x1.1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 - 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 21/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w(32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME -- "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 1 24-10d x 1 1/2" SPi 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-1Odx11/2" HHCP2 680 570 (20)1 Od x 1-1 /2" * MINIMUM 3" MEMBER ** REACTIONS *** DO NOT DRIVE ALL EPDXY NOTE: DOUBLE ARE FOR ROOF NAILS THROUGH ANCHORS SHALL FELT REQ'D LOADS ONLY THE TRUSS PLATE USE SIMPSON ON ROOF PITCHES ON THE OPPOSITE SIDE OF THE TRUSS, "SET" OR USP CIA-7000C (SEE MANUFACTURES 3/12 & LOWER. WHICH COULD SPECS) FORCE THE PLATE OFF OF THE TRUSS. REVISED 12.02-20 LOADS -- ROOF FLOOR JOIST SPACING OC FOR CARPET = L / 360 FLOOR SHALL AREA'S = L / 480 W/ 3/8" BE MAX OF 19,2" MAX DEFLECTION. OC FOR HARDWOOD & TILE AREA'S & 24" NOTE: PENDING WHICH TYPE OF TRUSSES ARE ORDERED (TOP CHORD BRG OR TRUSSES BUCKETING INTO MASONRY) CONTRACTOR IS TO FOLLOW THE D1 SHEET REQUIRED DUE TO THE TYPE OF TRUSSES TO BE INSTALLED. OTHER D1 SHEET CAN BE IGNORED OR REMOVED. (TRUSS LEDGER IS PRIMARY DESIGN w/ BUCKETS AS THE OPTION) LOW ROOF / FLOOR FRAMING PLAN_ DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (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 D1 FOR ROOF FRAMING DETAILS a(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY CARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA j+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 1 -60.99 1 -60.99 1 -60.99 1 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 3116" EXP. 1 (2%6) or'%32' EXP. 1 (33/16) TILE: f%2 EXP. 1 (33"16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN tY32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2%2" x 0.131) NAILS OR ASTM F1667 RSRS-04 (3" x .120°) NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END, ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] cam. jl LU r p C3 c mx r2- y ram+ s •t5 .-;C= cca E21 s, b CP as �n c cc ......� Q. L • N <rCIJ �0< • +. Q a'���✓��� ©Pr iE N \ %'ifdd111 all"i'���1, .w,. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W Ai vE 0 wmff-MQU MEN 0 0 �, - a N 0 �* u C>03 �r a� a0i �= W W 0 tr do- Y _Z O and Y Q' No W • 3:0 N �a' x W IL iLL , N z Co Z N 00 0 S W ❑ ❑ M r L� N 0 ;z o O Z � (D QQN O Q Q a J Q � n ' ^ M T N � W Ct% 0 l!f W o 9 tea U I , LLr J F- E 8 ®® 0-, Y Q N �� co w co -j n¢ zo z LL E QO QN fl ® E v z® tco E a~ 00 zo d 04 Qz � o Q© wz a% L cj:> mn o °z � z en z Z N T oa 5� a c> >o =k h- w �s ON! CD>° �7 zza o� o3 =o 0 .i >I\ m CN co T' U > - E v M 00 ca m UCO - O MCD � CDM N d7 ,� C:) r N LO N CD Ob LO CU ai T- dam- �-- N C O Ch r o z E o 77 `m o E U 0 Q p JOB NO: 22-11687-11682 SCALE : AS NOTED SHEET NO. 9 1UNIT-A 1532 0 r) cc JUNIT-C 1624 JUNIT-D 1625 SYMMETRICAL NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT I SPECIAL CONNECTIONS I S2 :SIMPSON LGT3SDS2.5 W/ (12) SDS 1/4"x2 1/2" TO GIRDER & (4) 3/8"x5 TITEN HD TO WALL PROVIDE 2x6x1'-0" #2 SYP SCAB @ BRG. W/ MIN. (8) 12d NAILS TO GIRDER BOTTOM CHORD S4 :SIMPSON (1) FGTR w/ (18) WS3 w/ (2) 1/2"x5" TITEN HD. ROOF FRAMING PLAN SCALE: %4'=V-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 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 - 10d x 1 112" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 1 0dx1 -1 /2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** .1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET W/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY T _ V (2) LGT2 4060-M 3770-F 3500-M 3240-F W/ (S2) ItjU 51NKtKj & LUGT2 3100-M 4520-F 3100-M 3800-F wi (U) I t)UsINKt:KZJ (14) 1/4" x 2 1/4" TITENS (10) 1/4" x 3" WEDGE (2 PLY) OR (28) 16D BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 1 12-10d x 1 1/2" HHCP2 680 570 1 (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 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR2KY ;ARRIER 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) (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 (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS a(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP, AT INTERIOR BEARING U.N.O. CR Lj x CO 7CLEDGER� :0Cc . (13 , NOro CN § 6Cq CD u- 11 1 9 CO 0 IL 0 co R 1LLJ 1 z CO C 0 MEN ONE E 00 CD E SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RS H CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16' EXP. 1 (z4/16) 9r 15/2' EXP• 1 (3�6) TILE: 1%32' EXP. 1 (3�6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3g" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. i IELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center 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 and 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 Codes (NEC 2017), 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 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). 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 smoketcarbon 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 soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 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. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of 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 than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET ` HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH 6. j4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN r _ ` ,Qr EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F THERMOSTAT ELECTRIC METER JCL ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 3" VTR 3" VTR AIL AIL I I I I I I I OPT I I I LAV LAV jl I HANSON BOX I I I ' � I { W/C LAV 7\- SHOWER tl TUB/ W/C SHOWER LAV WIC STUDOR VENTI , DBL SINK T' W/ DISP. PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS UNIT -A 1532 (1532) SQ. FT. AT 3 WATTS / SQ. F.T. 1533 S.F. 4599 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10599 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33659 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9464 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31768 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center P I NEMA1 200 AM P n Z.'-.: nen nr 1 �0-200 AP f /'-Serial Cable NEM 3R Power Co. Feed ---\ Ll [ #4 Solid COPPER Ground C� 1 Intersystem Bonding Termination Per NEC 17, 250.94 5/8" Galvanized Driven Gfdhnd Rods at least 6' apart Typical 150-200 Amp Electrical RiOIler, Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SMALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. DB & GFI TO BE ALIGNED VERTICALLY COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL — UNIT —A 1532 SCALE: A"=V-0 DEDICATED RECEPTACLE FOR MICROWAVE -RANGE HOOD PER SPECS 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. 2ND ELECTRICAL — UNIT —A 1532 SCALE: 4"=V-0" .4 C= -, t� '® La C3 ' W o , .0 c #ra as cr;, .ra Q f� 7 t i cli N 0 N r t- To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a Q MN U w�♦ U O N ..�. a0 C • - 00 o N m M tnLo rr�a ILL iA M V C J LL LL LL a IQ V J m0 U i @o 0 '� N o C� W LLT. N z W Q Z N O U U O W El El rMi N M O � o ^ t, J N M Z/ry `/ O LL 4-1 Ch ur � U s N s C3 g t zl C3 o N m to .r^ < N 0 I� o w MWill o z LL_ 0 E zo sLL Z® ca QF� ❑a ca '6 — E O N X O a�0� p ap U oz a Z Q awW ai L (�1z (n L U m:E 0 OE � J Cl) N <° S¢ zaw z aZ o son LL �w Y � 7 �F 5 ao ° o� rn T N cc _ 00 M C ~ ILMf� T- E 00 00 Co in d- O o E m r 00 c? N N_ Cfl � LO T_ CO M d m r- m Q T_ o Z Z 7 E Q r m r m E U 0- _j Q 0 JOB NO: 22-11687-11682 SCALE : AS NOTED SHEET NO. ■ ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center 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 and 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 Codes (NEC 2017), 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 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). 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 soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 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. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of 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 than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET FiiiF HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH 6. *?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS e TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;, ,r EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) H9 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) T TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. Q THERMOSTAT ]M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I j I HANSON I I BOX I I � I I LAV T� PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER OPT. LAV LOAD CALCULATIONS UNIT-C 1624 (1624) SQ. FT. AT 3 WATTS / SQ. F.T. 1625 S.F. 4875 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10875 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33935 1st 10 KW at 100% 1000 BALANCE OF WATTS AT 40% 9574 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31878 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center NEMA1 200 AMP CTC•'n 6dA RI 1 0-200 A P Serial Cable NEMA 3R Power Co. Feed #4 Solid COPPER Ground II Intersystem Bonding Termination Per NEC 17, 250.94 5/8" Galvanized Driven airii lnd Rods at least 6' apart Typical 150-200 Amp Electrical Iljibr Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS 6I41-1— COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POV1 th CO. nu �4 l C.O. DB & GFI TO BE ALIGNED VERTICALLY a OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. f f�/ FAN/LIGHT GFI irn QD QDGFI 1 --- L DINING KITCHEN 1 I / oor FI ,a� __j_—_— -- ----- --- GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM /�>ROUGH-IN\ f FOR OPT. FAN/LIGHT y� � f zY Iv T AS �\ O SPECS f 1 I � W L0. u-a2-1o= yQm I I rQF1—_j r DISCONNECT ;fR DEDICATED RECEPTACLE FOR RANGE . SPECS Di! i UPSTAIRS F GFI @ 44" ' \ W.H. A.F.F. ` O ]GARAGE GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI r-----------------t I I I I � I I 10 Z I IF Q I Iv Q I I� V I lu- U I I I� w LU I COACH LIGHTS OR PREWIRE AS PER SPECS 1ST ELECTRICAL -UNIT-C 1624 SCALE: Y4"=1'-0" 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. 2ND ELECTRICAL - UNIT-C 1624 SCALE: 4"=1'-0" c`a t -o Or W f:�,yy OG yC Y- ca v-7.. era r cc M�, C) N No CN To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W v E $04 0 o N W C1 N m " oo n N � � r to L M Q N O 41 ri a-M7� m J L. w J LL LL w a a� Z mS� �0C 7 CO C" 0 2i Z Z ¢ J 00 CO J F NFF OU U 0 P Z W �❑ � � go � N Q N - N M �p v ( o fQ w [] a V m 0 N v I LlJ by N i— In G f� J E $ I z 4 s ° C) o N Q N �� o W Mz O Zd U_ E 20 g Y� Q o v O0 ¢ 0 ZS oW W 0 XO �O O N¢o as <a �Z wz m0 - a co J a z N N o� 0 z ga a NW c� < �w �lo o w laF cl' z< U 0 �O a� CN ~ c L -� 6 M 60 Co s cc tL O M CN .� N t� Cif Q LO N d- Lo r— M M E O o E O rn r m R1 a E ci a JOB NO: 22-11687-11682 SCALE : AS NOTED SHEET NO. 11.2 OUTDOOR LIVING --------_--•-----------------U® --_ ---------------•------- OUTDOOR LIVING OUTDOOR LIVING — — — — — — — — — — — — — — — — — — — — — — — — — ®ILL ------------------------- OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING ----- ---� r---- ----- --- --� r--- - --0a----- ---� r---- ----- 1 I 1 1 1 1 I I t I 1 I I I I I I I I I I I I 1 I DINING � KITCHEN oa KITCH-E-N-� DINING 1161 r r r--- i 0 0 I I ---J L - - - J GREAT ROOM METER BANK (SEE ELEC. RISER -- DIAGRAM SHOWN ON — — UNIT ELECT. PLAN) I O --- - 4 I \ 1-CAR"ARAGE .UD 101 OB PROVIDE A MIN. 12" VERTICAL — SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES UNIT -A 1532 GREAT ROOM 1 1-CAR GARAGE _ -- \ UNIT-C \ \1624 ENTRY DINING KITCHEN CI '0 0� I KITCHEN I I 1 1 I i r- ­" GREAT ROOM ENTF DINING>04 DINING KITCHEN KITCHEN DINING I L I I I ---1 I I r---J r----J L---� Oa I I GREAT ROOM -1=CAR- G) RAGE _ -1-CAR-GRAD E "- T-� WITT UNIT-C UNHT-C.. 1624— 1624 _ -- r----------------- 1 r---=—c----------t I I I I I I I I I I I 1 I i I I I I I i I I I I ttil 1 ! I 1 I I I i I I I I 1 GREAT ROOM 1-CAR GARAGE ENTRY UNIT-C — -1624 ----------------- r I I I I I I I I I I I I f I I I f � I I I I GREAT ROOM 1-CAR GARAGE UNIT -A 1532 —1 ��--_..-- - i I I I I I I I I I I I I I I I I I 1 I I I I I ENTRY I I ------,- ---- T® ELECTRICAL SERVICE PLAN SCALE: X"=V-0" Lij L V iZ i4 P" �• .� �` -4 1 N f�5 d„1 P 7�-: -4C L cu N 0 N ct' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 110 qW E I rrs O N cS N b — W N �!! Wr a � \ C103 r- J LL tl wo_ IS as m rn i Y o; O 5 oMO)M R i °' W Z ILW U) °' m w - Mz d J �# N OU U o W ❑❑ M e�- N O � gN O 4 cl- U) v QJ �N (10 f a w w U 0 LU s w� NI ^ �y N V C L.0 J E S � y Nco Q N 0 ®rm � w M M u ¢ zo z E w� >f z QLL- is O z ® H X ¢ 00 O CZ)a O f0 N � W Z o w w rr � ro Cl) C - a o Z �p Y N� m O OE Zz OL Cn N o g0 a �F CD CD CCI W >Q d ~ d z¢ �S ao >r N t0 co N = i�> co ~ O O _ . ' 0 CO _ M 6r0 2 a_ CO CO LL O M F=— E © 00 M N M © r N to LO N Cn C4 Q01S r- \ d Lo M 00 ca O ce) T- o z Z E © v; r r- co Cc E 0 U a M c c a) a Q 0 JOB NO: 22-11687-11682 SCALE : AS NOTED SHEET NO. 12 .aO, , ; •�-s; v. ^.�- ,e' ° �+ s• v-ei ^Q v°Q. J + J lJ a .v v•v� v v� v� ,v v� .v —v� •v� 0) O O O 0 8F8-1B/1T 8F8-0B/1T - C C O O C O C O 8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T u O O O O 8 0 0-1 B% T 8F20-OB/1 Tub" 8F20-1 B-20T O O 8F24-1 B/11 T 8FF24-OB/ o 0 V-Q<AU�A TYPE DESIGNATION 115REBARATTOP F = FILLED WITH MIN. (1) REQ'D GROUT / U = UNFILLED 1/2- a ° R = RECESSED CLEAR QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY a J 81-16— B/1T az ~ ° d ° GROUT tNOMINAL. QUANTITY OF 5 REBAR AT WIDTH #5 REBAR AT ° O BOTTOM OF TOP LINTEL CAVITY NOMINAL OTTOM REINFORCING HEIGHT PROVIDED IN LINTEL (VARIES) 7-5/8"ACTUAL 8" NOMINAL WIDTH MATERIALS 8c precast lintels = 3500 psi. Pc prestressed lintels = 6000 psi. §routed per ASTM C476 fg = 3000 psi w/ Maximum 3/8" aggregate and 8" to 11" slump. Soncrete masonry units (CM U) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7/32 wire per ASTM A510. Mortar per ASTM C270 type M or S. 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 L/360 vertical deflection, except lintels 1 T-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.20-0630.16 and 20-0630.15. 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 vertical (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load O Safe vertical load Safe horizontal load — . ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D G �j 1-1/2" CLEAR c II v W L a C.M.U. r00 OLOZ ! i C, (nJ N \ d0N(0 C > #5 REBAR AT BOTTOM Q ¢ z <1b C1 MIN. (1) REQ'D U)LL°cc G 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required top and bottom of all Powers Steel lintels. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitious coating. See contractor specifications F — LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 0 ° 0 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE 8RF6-0B/1T TO BE ASSUMED TO BE 16" MINIMUM DEPTH. © 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION i(D nD (D nD nD nD 2ND FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" SYMMETRICAL (E)MIN. I E M N. OMIN. MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" SYMMETRICAL C, 0 ; .Q ULA d LL.A scx•'.i N 1 �p Wiz•-•;= (J'VV Wk E S 51 k I I I 1110��`� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th 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 -4E a 4o M I, N p M N 6 C 00 rU N_ rA N �mv 3 '° a C.Lu LLW rL Z warn o CN O W ��CP 9 m J LL Z 0D N� ¢� jA N OU o v Z W 1:1 El M FEZ Z N MU o 0 Z ¢N z o Q � J — N M � o vN_ �, T LL 4-1 w m U 0 w o IN Ly N V I W in � c w � r — E L oil = w N U ;5 m g I:,_ `n Q m w �M M Z E w�� g Q Q Co U a iO _ C3 E o¢ d p ow pU w o ro N ¢z o WW 2 L - (6 Cn C G❑ . - m E O zF Z _ C J W0 o ° Z ¢w z cn a go N Q oa w a nw W U 3 T �O J z a 2 F C.D o¢ d � O~ C 0 tN. m d- N co CD � co r N O U-.)~ O �0 Co 0- CO i CD O OL O +.+5 r N LO N CO O c.6 Lo r 4i 000 M E 211 M 0 o z iri r F O ,— d °' U � Q ❑ JOB NO: 22-11687-11682 SCALE : AS NOTED SHEET NO. L 1 v E v E -c M 0 0 I 00 0 0 J 00 m co I i N E C E CD 0 0 I M 0 0 0 0 2 I C'V E a E v+ c L N O E: E z L v c J n CD r7 P C.> v 0 vl y a0i 0. Q 0 v 0 J 0 tom. CV cV N -:3 cm 0 a N 0 0 4 M m 2 v N NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, 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, 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 R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, 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 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 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 C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1,1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH 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 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS, 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS RE TO BE SIGNED AND SEALED BY A 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 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, 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/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS, 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4,1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4,1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (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 C90-14, TYPE Il 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 = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USEDF R EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4. 6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4. 7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSUTPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4. 10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5, FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0,148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR, 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A,I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING", ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF, FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) 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. FBGR R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed orformed. 7. FBC-R R318,1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1,4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Cofncrete oyerpy and mortar along the foundation perimeter must be removed be ore exterior so[ treatment 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by licensed before be issued. a pest control company a certificate of occupancy will 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. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 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 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT I THE TRACTORS RESPONSIBILITY T REVIEW ALL DRAWING BEFORE S H CON0 S 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. AIr)TC- GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD 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 DISTANCE FROM EDGE SHALL BE %8". 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. N C'n c ® e a L_> i O aC_ o -:77�'. n C x r C U- C2- :n ca " ,7 CV O cu a ... W cj�'°U'3 cv W 7 U 61 i > C Cz d, 10 N_ c to v, a. a�tttritraf �w.,%VN` �',0 W CT's f• '%•. j �� �• - Q a : U �• QQ,: '��artattttttttg;�° To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W11- a "TE 0 I� O a N c. r fff :3 - � ai Q pj M c # Lt u J lL LL d Z - B d se C:o0 z N W 7 ��6_jO' m Lu Z us Lo N Z aN z U � W ❑❑ � M 7 z N o z z o � J co V) N z (U o {- + c Q A U 0 Cu o U c J wigW =w� U o °� Q N m • co o W co o z � o QO >� QN Q_ O U Fz Z® oa H C �o x curio oo � Z Q N � �o Qo Q= a ww NY U 'o Ow Z J om6 '<W (n N a Z z o oa I a wW 3 <o �z T,K =3 o J Ir ao o= Ir o< c 0 0 >� a) rn d- N 0 Co � co r co N CO U-)a C:) rn50 M Co �.. Co L_ O co CO C:)C M N O r N LO L/�� �4i co V c O T coo z � z E Q t- co N a E U � Q p c JOB NO: 22-11687-11682 SCALE : AS NOTED SHEET NO. v+ E v a E r� Q 00 I M 0 J 00 n i E v d. c E Q CD 0 0 t 00 C�o 0 0 00 00 i 00 t— 0 a c E Q i rn c Q N a i v ci E rn d) 0 C'7 J cn a> tZ E b cal a: c 0 0 0 N N cm 0 Cl- N CO r a,? a m v cn THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF L I J HOME H C G GARAGE SIDE 000 5'-0" a - 0. 0 STUB -OUT FOR if- 0" b o o GAS METER 0 0 `n d- U oO F Z O= • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR 3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 814, (2)16d TOENAILS 2" X 8" @ 24" O.C. 1114" (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 =*TOEUNA CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). RN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 5000s 1.8/1.7 3/4" or 7/el wood panels Two 3/4" wood panels or 2 x _ 1-1/8"or two 1/2" 6000s 1.811.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1/8" or two 1 /2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1 1 /8" or two 1 /2" 602.0 wood panels 2 x _ + 5/8" or 34' wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) ° Filler blocking r 1/8" gap + 12 FILL CELL STD. 900 HOOK BOND BEAM LU a STD.90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM ON TOUHIG HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S, 1/8" min. } Small gap "min. 2" max. � 4 max. 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 — l 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. ) g 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c.; clinched when possible. Stagger rows from opposite required when indicated or 4" max. - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING y" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER Birdsmouthth cuts. DOUBLE JOIST CONNECTION top flan utsfs. - . N.T.S. Under 2nd floor column w/ loads N.T.S. higher than 15001b Web Stiffener Fastener Schedule Joist BearingLocation Series I Depth End I ntermediate ® 9-1/2" 2-8d 2-8d BCI5000s 11-7/8" 2-8d 3-8d 14" 2-8d -8d 9-1/2" 2-8d 2-8d BCI 6000s® 11-7/8" 2-8d 3-8d BCI6500s® 14"' 2-8d 5-8d 16" 2-8d I 6-8d 11-7/8" 2-8d 3-8d BCl60s® 14" 2-8d 5-8d 16" 2-8d 6-8d 11-718" 3-16d�6-16d BCI90s® 14" 5-16d 16" 6-16d BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer I!�Plumbing Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists bearing wall must stack bmeet eam over wall, or wall stacks directly over wall or Load over bearing =20 blocks and Load bearing wall must stack over * Non -stacking walls blocking and wall or beam below.* — require additional wall or beam below.* Joist consideration. Check local buildingcl When joists meet over wall, provide code for appropriate k1/16" 1 3/4" minimum bearing for each. I -Joist can be offset details in One 10d box up to al l avoid areas=20 of high or=20 sinker vertical plumbing lateral load. nail each side 3" max at bearing. JOISTS OFFSET I N.T.S. Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Squash block -• —10d nails SECTION @ I NT. 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 (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges rl 6"e A 1 z' ROUND HOLE MAY 6 6 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES, HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS, 6, FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB, THE JOIST MAY BE SET WITH THE 1%" 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. Joist hanger SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS 2X TOP PLATE 518"0 THRU BOLT 2 x B.U.0 SIMPSON MGT w/ (22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) -;;I I II=It I II= 11I1 j 1 I Nail with 10-10d nails. Install tight to top flange. e . SLEEVE THRU STEM SEE PLAN FOR •. .. • e . FOUNDATION INFO o .° e' ' STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 Ibs, Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p `depth 1-JOISTS BUCKETS N.T.S. GRADE c I— REINF. SEE PLAN / A/C CHASE 4" PVC— (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° °° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE Q SEE FND. PLN. SIZE &REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION Q PVC OR SCH40 SLEEVE PLUMBING LINE , cm Z �'Q • / SEE FND. PLN. LU Al SIZE &REINF. PIPE PERPENDICULAR TO FND. cn\ 12 OWN 0. 1 r00 i W El El cq 0 Milli wig 0 CO was E CN LO CD E co CD CD 0 CSN 1 o TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 7 d a' e eQ A a do ;c -i I I—III=1: i- ''If,lli— Q SEE FND. PLN. SIZE & REINF. BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer I!�Plumbing Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists bearing wall must stack bmeet eam over wall, or wall stacks directly over wall or Load over bearing =20 blocks and Load bearing wall must stack over * Non -stacking walls blocking and wall or beam below.* — require additional wall or beam below.* Joist consideration. Check local buildingcl When joists meet over wall, provide code for appropriate k1/16" 1 3/4" minimum bearing for each. I -Joist can be offset details in One 10d box up to al l avoid areas=20 of high or=20 sinker vertical plumbing lateral load. nail each side 3" max at bearing. JOISTS OFFSET I N.T.S. Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Squash block -• —10d nails SECTION @ I NT. 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 (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges rl 6"e A 1 z' ROUND HOLE MAY 6 6 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES, HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS, 6, FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB, THE JOIST MAY BE SET WITH THE 1%" 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. Joist hanger SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS 2X TOP PLATE 518"0 THRU BOLT 2 x B.U.0 SIMPSON MGT w/ (22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) -;;I I II=It I II= 11I1 j 1 I Nail with 10-10d nails. Install tight to top flange. e . SLEEVE THRU STEM SEE PLAN FOR •. .. • e . FOUNDATION INFO o .° e' ' STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 Ibs, Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p `depth 1-JOISTS BUCKETS N.T.S. GRADE c I— REINF. SEE PLAN / A/C CHASE 4" PVC— (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° °° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE Q SEE FND. PLN. SIZE &REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION Q PVC OR SCH40 SLEEVE PLUMBING LINE , cm Z �'Q • / SEE FND. PLN. LU Al SIZE &REINF. PIPE PERPENDICULAR TO FND. cn\ 12 OWN 0. 1 r00 i W El El cq 0 Milli wig 0 CO was E CN LO CD E co CD CD 0 CSN 1 o TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 7 d a' e eQ A a do ;c -i I I—III=1: i- ''If,lli— Q SEE FND. PLN. SIZE & REINF. "- `"" ' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges rl 6"e A 1 z' ROUND HOLE MAY 6 6 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES, HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS, 6, FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB, THE JOIST MAY BE SET WITH THE 1%" 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. Joist hanger SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS 2X TOP PLATE 518"0 THRU BOLT 2 x B.U.0 SIMPSON MGT w/ (22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) -;;I I II=It I II= 11I1 j 1 I Nail with 10-10d nails. Install tight to top flange. e . SLEEVE THRU STEM SEE PLAN FOR •. .. • e . FOUNDATION INFO o .° e' ' STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 Ibs, Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p `depth 1-JOISTS BUCKETS N.T.S. GRADE c I— REINF. SEE PLAN / A/C CHASE 4" PVC— (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° °° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE Q SEE FND. PLN. SIZE &REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION Q PVC OR SCH40 SLEEVE PLUMBING LINE , cm Z �'Q • / SEE FND. PLN. LU Al SIZE &REINF. PIPE PERPENDICULAR TO FND. cn\ 12 OWN 0. 1 r00 i W El El cq 0 Milli wig 0 CO was E CN LO CD E co CD CD 0 CSN 1 o TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 7 d a' e eQ A a do ;c -i I I—III=1: i- ''If,lli— Q SEE FND. PLN. SIZE & REINF. 4 ' cti m ram= N-� C3 J d r` N N�a=%�el%ttlil'Igryl v+ 3 -o E E 5 M O 0 I M 0 0 v Cp i 00 00 E v d. C E Q M m 0 0 I 00 M 0 0 J 2 I 00 00 CV a E L C Q CV cV 0 C7 C2. E s L v J ri i C: U y U CL i 0 a 0 J LZ N N 0 C•V C� ai a 0 Q M m cn ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES , 5/8" OR 1/2" HIGH --- 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 BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10--0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF .PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O, 2x P.T. PLATE 1/4" DIA. X 3 1/4"TAPCONS @ 24" O/C & c HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER ° p ° 'SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM _ I I I -I I I-1 - R I�(- D7158-CLASS G or H, or ASTM D3161-CLASS F, IN 'T-T I I = ° - - ACCORDANCE w/ TABLE I- -1 LI II R905.2.6.1, FLORIDA BUILDING =�11_I III -III-= II [ ITS .1► �` I=1� I -fl CODE 7TH EDITION (2020) 8"' „ RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIESA/ 1 I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" \ S3 ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD U.N.O. 1x4 P.T. BASE NAILER 31 /4" BASEBOARD MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER MUNICIPALITY. CONCRETE SLAB W/ 6X6 W1AXW1.4 WWF OR "FIBERMESH" C (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE W °- NOTE:EXTEND DECO DECO FINISH 4" to 6" GRADE d- L 00 � D 6 MIL VAPOR�- co BARRIER COMP. SOIL. I ° (COMPACTED TO 95% MODIFIED PROCTOR r I I II�nII ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O•H.D. RECESS PAVERS4. d z _ r w t l l: ,1 � 1=11-=LI I_-- .•: '.. '�.'..' e• I I I� I l= � l 41, IT. d SEE A/ OR /S6 I- ^I 11-1 S3 J I I I, FOR REINF. INFO. 3" MIN. CLEARANCE , 1 4 (1 STORY) / 1-8 (1 STORY w/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T,S. S3 ADDITIONAL INFORMATION, I I I I I I I I i I I I I I I I I I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8 "OR "OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF e „ „ (U.N.O.) (OR GYP. TYPE X„ @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS BLOCKING @ 12„ O.C. wl (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR %" GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS, CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S,P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 7'0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) EDGES, AND @ 12" O.C. @FIELD SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 wl (10)10d NAILS 2" x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W14 x W14 INCLUDE THE WALL 6 x 6 W1:4 x W1.4 ` @ 24" O.C.) 2" .. ATTACHMENTS /2" ? 31/2"MIN. WWF OR FIBERMESH 31/2"MIN. ��I WWF OR FIBERMESH ° d 4 ELEV. -0-31/2 _ (� a4 a A,F.F. 0' 2x4 CONT. w �I au 4r N - P ° °' _EA �I31/2"(min.)-4" ° ° q-I-II-IIr'�1/2"(min.)-4" c GARAGE DEPTH VARIES 31/2"(min. - 4"=ICI (- -) I11 =I I I- ("2-(iii)-1/4"y_TT III=1 I rI- ` -TI, III _ 1�I 1Tf I �' =1 I =1 I �I =1 I F (2) #5 CONT. 4„ V4" 81' (2) #5 CONT. , , 8„ GARAGE SLAB AT STEP rB U.N.O. MIN.. TYPICAL BEARING WALL N STEP TYPICAL BEARING WALL STEP SHEARWALL C @ rcc� SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" 13 SCALE: 3/4"=V-0" S3 GoNc�N�OpZ �4 %E '0,G � 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING pcs 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, 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 1a � oo s LOAD BEARING OR INSULATION PER FBC AND ENERGY �.�/ cQ"' 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C,M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING PF 1"x P,T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR v 10 -0 (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 #5 VERT. IN FILLED CELL � �� ADDITIONAL INFORMATION SEE CC/S3 OR �„ LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR „a „ „ „a METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. I 5/8"x6" "J" BOLTS BOLT 5/8 x 10' J BOLT @ 24 0/C W/ 2 X 3/16 10d NAILS I I PLATE WASHER TYPICAL 3RD LAYER 1/$"THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR MIN. 2500 PSI CONCRETE SLAB W/ I 3500#, MIN. TENSION 2600# 6 1/4"x31/4" TAPCONS ) O 6 x 6 W1.4 x W1.4 WWF OR 20"MIN. LAP [24" MIN. LAP] SPACE ANCHOR *SIMPSON SP1 I I 2X PT PLATE #5 REINFORCING J „ ,., SPACED EVENLY FIBERMESH -- BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 N c _ wl (10) 10d NAILS �, WEEP SCREED INSTALLED BAR „ .- TYP r 2x P.T. PLATE o END OF 2 x PLATE WWF OR FIBERMESH M E , I c PER MFR INSTRUCTIONS I ASSUMED FINISHED E #3 OR #4 REINFORCING BAR � ° p p GRADE iv - ° ° • z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a A - o FINISH GRADE ao [GRADE 60 MIN. Fy= 60ksi] -I I � III re • ° ° I �I L1-III MONO OR STEMWALL Z M -0 �' 25" MIN: LAP [30"MIN. LAP] D r � -- \' g I FOOTING MONO SHOWN 6 MIL VAPOR BARRIEIR I __ _ I=1 I=1 I (=I ° • u -� I I o° ° I =1 I I -I I =_ �' ' -I 11--III ILI=Uj -' FOR CLARITY ,p _ - - ° #5 REINFORCING BAR R 1 718 11=1 I 1- =11i-i !_ I -I I °= 11=T11=1 r1- �11 f I-1 e _I -� I _ I f '• ITI-�1-�-_ T #5 LAP SPLICE 2 #5 CONT. _I I =- j—� 36" MIN. LAP [36 MIN. LAP] ON 3 CHAIRS NOTE: D ill- N ° °• „ () *FOR BEARING WALL -I (, I -1 I I_I I I r COMP, SOIL. (COMPACTED TO I_ (TYP" 8 1-4 $ W/ UPLIFT ONLY -I I -' 95 /o MODIFIED PROCTOR ASTM - - - - - _ ! I ! I— (=1 I 1 != (i i=1 I I=III I=I I i I=1 I I_-III--� i-i 1 I' D1557)I- =I � � -1 -I -I 1(-I I -I I I I 1 I 1-I' 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 S3 S3 SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 SCALE: N.T.S. _ SLAB INFORMATION. SLAB INFORMATION. S3 6 x 6 W1.4 x W1.4 1 1/2" RECESS FOR ARIES 6 x 6 W1.4 x W1.4 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. - a ' a •' GRADE SEE PLAN FOR _ _ &OLAYOUTID SIGN INFOM o . - - _ ,T,-i i r-ti,--T TOP OF BEAM REBAR w/ OPT. SEE ROOF PLAN _ - _- e ; a a dr- TI-IT]TI=I1=SCREEN ENCLOSURE (2) HTS20 FOR STRUCTURAL = I> r r, r I I `' E N m' I_ BEAMSIZESIZE & a _ r 4 U. CONNECTION INFO c MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=V-0" S3 P T 2x 1/2" GYP. BD. _ ' . •. — I I 2x4 #2 SYP P.T. FRAMING w/ T h-=I I ,-' I MIN 7116" O.S.B. SHEATHING SEE A/S3/J/S6I 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE I= a SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION HOLD GYP. BD. : w COLUMN SIZE AND BASE " 1/2" FROM SLAB A CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM 0J CONT. BEAD SEALANT SCALE: 3/4"=1' BLOCK WALL BEYOND .: ° . ' a INTERIOR 2X STUDS @ 24 O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE EXPANSION JOINT a,`. • SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS + ATTACHMENTS & 18/D1 31/2 COLUMN TO PORCH SILL MASONRY WALL AND a GARAGE AT 8" O.C. 13" PAD FOOTING Q.H.D. RECESS I I `-" 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL t I I CONCRETE NAILS W 1 1/2' ATTACHMENTS EXTEND FILL CELLS E ., EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"OCTO FOUNDATION PAD � d. • ' " �- STAGGERED, FROM BOTTOM INSULATION PER CHART Z SQUARE CMU BLOCK BASE I I MAT REINFORCING. `�" ' • p CONT. FOOTING STEEL I I PLATE TO CONCRETE ON FLOOR PLAN w SIZE VARIES PER PLAN c -I r= 11-�����i� I •:.%�. _� �' (MIN. SHEAR 180#MIN CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS 00 z GRADE co TENSION 120#) CONCRETE SLAB _ > FILLED SOLID (SEE PLAN FOR 1i l -_ - 4 = 6 x 6 W1.4 x W1.4 �., w SIZE AND REINFORCEMENT) 0FE- I I ,• i !-' 1-1' III -►I :.' I� I = �, = o W ) z = - 1 1=t s° • z . WWF OR FIBERMESH cn o a w o _I ! I (1-1i1 I -I v . I N - , BRICK PAVERS or SLAB PER own `� v 1' .I • •� • �• , �, z I=1 11= 11= -) I I=) Ill { I m 6 MIL VAPOR COMMUNITY SPECS SEE A/S3 OR J/S6 FOOTING ' BARRIER �- - — FOR REINF. INFO. 3" MIN, CLEARANCE �I 1= 11=1 I I— I--� I I- (, ,i I I ! I= (; _;) �I (-I ;= BEYOND V-4" (1 STORY) -I I III I (1=11 I ,, •• PAD REINFORCEMENT = i ,,,-,,,- „-, `' .' 3" MIN. CLEARANCE V-8" 2 ST RY rr v+• �, ;« •''' SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH ` ) 4' 4 .w .. * • •�, CONIC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS r7� INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE:3/4"=V-0' ADDITIONAL INFORMATION. SCALE: N.T.S. S3 `^M C%A Cn />w d Q N Y as d E LA E 4 s!! 4 If fil€@O/j ,,,: '��'•��!! j" a vVr , p., 0 \�,�a r O fl�� : ,, •. t "Non lilt To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) a 0 E 8 (� 0 o °cD o 0 w 00 N Nco ei (n N 0 M C � u_ \0 LL W J� � W W Z 2 v a W 0 o IL�� 0 °7�' m L0 tit Z Q ~0 N V W [7 D CD M � N O o z 9 z o a a n N 0 a-, .0 ® 4� O o N ,-,, w W W '� — E I =I'« LJ p h < '0 4 w z M M o $r Q U_ Co E 0 oa g0 a� 00 & o E N z 40 a� W� f6 i z 0. U .0 O LL z CA a� N� aW �z z f2 � LL N w oc� �Z �z X < �3 =F- o CID `tt' W o r zl¢ a O L O 3 = O 0 ui N 0 Co r = >co 7 CM r E CO ooM , cV to LO N L17 M O M 0 Z f�6 Z C © N f N r co 11- U _j Q p J JOB NO: 22-11687-11682 SCALE : AS NOTED SHEET NO. S3 (MONO) F_ E a E a M 0 0 I 0 0 00 i h 00 I E 0 a- C E 00 M 0 0 I 0 0 0 J CV i i i N t— E v 0- E 0 Q N v Q E 1.2 N E 0 LZ v C J 0 0 0 c 0 VI U ,w ri. 0 a r7 CV C"I 0 v 0 N 0 T 0 0 Q m -v v cn (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN VENT OR 2ND FLOOR 1/2 MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL SCHEDULE) (2) 2x HEADER TO 51T 3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE 2x6 ! 2x8 WALL BEYOND FLUSH TO THE. OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM METAL LATH1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWSTHICKNESS F RST 2LAR5 C. 926 APPLY 3 LAYERS CONNECTION O 2x DEAD WOOD @ MlD VER FOR CLEAN -OUT @ 8" O.C. OR 4d 8O POINT w/ (3) 12d — DRYWALL NAILS SOLID AREAS ARE ❑ SOLID AREAS ARE ; ; 3/8" THICK EACH. 3RD LAYER MIN. EXTENSION FROM TONEAILS SPACED STEEL AND GROUT ❑ STEEL AND GROUT � 1/8" THICK OVER WATER DOUBLE 2x TOP EXTERIOR FACE OF BLOCK PLATE EVENLY WALL IS 1 1/2" MAXIMUM RESISTIVE BARRIER EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10d HEADER FLUSH TO OUTSIDE OPTION FACE OF BLOCK WALL IS 21/4" WALL NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 2x BLOCKING @ EACH END W/ 10d @ 177 4" O.C. FROM EACH HEADER FACE TO BLOCKING Ova (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 6 (MIN.) FRAME ,2x WALL HEADER DETAIL SCALE: N.T.S. 54 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF, #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE j 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER �++ STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TT`P•) SEE ELEV. UPLIFT CONNECTOR (SEE -1 FFCRICKET AS BLOCKING W/ Z- IOU TOE NAILS TO DRAIN CL . DOOR OPENING DOOR OPENING DOOR OPENING --It 1/2" EXTERIOR GRADE SHEATHING REQUIRED COMMON WIRE @ EACH END ❑ "MI I❑ ❑ FASTENED RS WITH 8d E NAILS @ @ 4" 0/C EXTERIOR BOUNDARIES 6`' O/C EDGES & 8" BLOCKING ( ) � WALL CLEAN -OUT A WALL ❑ ❑ ❑ 0/C FIELD 2x TOP PLATE V2-16d SCALE: N.T.S. S4, 2X4 PT STUDS @ 16" O.G. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS _ _ _ CHORD OR BLOCKING MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dxl 1/2" it 2x STUD @ 24" REFER TO WINDOW PRODUCT APPROVAL ( ) NAILS AT EA. TRUSS VERTICAL WEB COURSE BELOW. EVERY THIRD 3RD COURSE THE 11 DOORJAMB WALL IS TO BE O.C. MAX. SHEETS FOR INSTALLATION INFORMATION BY (24" O.C. MAX) w/ MIN. 4" EMBEDMENT MANUFACTURER. IN KO BLOCK AT EA. STUD WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. PROVIDE P.A.F. NAILS OR MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. ROOF TRUSS STAGGERED FROM BOT. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D MOISTURE BARRIER UPLIFT CONNECTOR SEE A/S3 FOR REINF. INFO, PLATE TO CONCRETE S4 SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT ` 1 #5 VERT. IN CONC. FILLED CELL W1STD. 90' HOOK IN K.O. BLOCK TYPICAL INTERIOR NON - VERTICAL JAM Ir ALT. KNEEWALL ABOVE MASONRY WALL DETAILrE BEARING WOOD FRAME WALL J 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8"ABOVE GARAGE KNOCK -OUT NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT SCALE: N.T.S. S4 SCALE: N.T.S. S A 96 3/8 CONCRETE). ANCHORS MAY COUNTERSUNK (BUT NOT REQUIRED) `F Q d d O O d d d- d d a d g STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO 88" 71" -- -" NOT TRANSFER LOAD. 4 s 1 a WALL DOORSTOP MOLDING 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 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) °o • HTT5 w/ (26)10d NAILS (4670# SPF) - --- 58 „ 2 x 6 P.T. GARAGE DOOR ' SPLICE NAILS TOTAL) EA. SIDE OF 48., SPLICE STAGGERED • �/N ° °o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (2145#SPF) 4 ° ° °°° • HDU4-SDS2.5 w/ (110)1/4" x 2 1/2" SDS (4565# SPF) ---- - 41" J-BOLT TRACK BRACKET i fikly . ' 10d @ 8" O/C p• ENO • F yp • HDU5-SDS2.5 w/ (14)1/4"x 2 l/2" SDS (5645# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 2 1/2" SDS (6970# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 2 1/2" SDS (9335# SPF) 5/8" DIA, x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT - - 34 —_—_ _ ATTACH ALL 0 • FOR DTT2Z USE 112" DIA. x 12" EPDXIED A.T.R. 1 o 6 3/4" DOOR TRACK W/MOUNTING ANGLE EXTERIOR 16d TOENAILS STUDS TOWP PLATE MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. -i _ - --- - MIN. 8" EMBEDMENT w/ WASHER & NUT 31/2' NOTES: NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: BOTTOM FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. 1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. 0 FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE SPTIC OVER STUD d MIN. 8" EMBEDMENT w/ WASHER &NUT AT LEAST 4'-0" LONG. TYPICAL NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION _ _ = PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 2Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 TOP PLATE SPLICE DETAIL M SCALE: N.T.S. c� �7 HTT / HDU TENSION TIE N SCALE: NTS S4 BLOCKING (TYP.) ROOF TRUSS 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS SIMPSON SIMPSON SIMPSON C UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON MOISTURE BARRIER FLOOR PLAN. SCALE: N.T.S. Z SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL FILLED LINTEL ASSEMBLY G SCALE: N.T.S. ��+ A 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 V-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' 1 (3) (4) (2) 1 (4) (2) LSTA30 FF SP4 SP2 I SIMPSON SP4 gP2 SIMPSON SP4 ROOF TRUSS ABOVE 2X STUDS @ 24" O.C. 2X TOP PLATE 2X BLOCKING OVERLAPPING /8"x10" "J" BOLT 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE TRANSOM FRAMING NAILED INTO TRANSOM FRAMING 10d NAILS @ 6" (2) 16d TOE NAILS STAGGERED EA. BLOCKING WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION P.T. PLATE PLATE SEE SECTION J/SS AND KISS FOR Fn 2X8 WALL ABOVE 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS ADDITIONAL DETAILS SIMPSON ENTRY BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED SP1 • SCRAP MATERIAL WITHOUT UPLIFT K.O. BLOCK W/(1) I/ -I ¢ SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION SIMPSON SP4 j SIMPSON SIMPSON @ JMAX 24" O.C. FILLEDNT. & w T RECESS SP4 SP4 0 � �Oty LINTEL / 5/8"X10" J-BOLTS �9N 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE @ 2'-0" O.C. FORM CREATES CONCRETE RECESS TO @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED a 4 MASONRY WALL 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. 2x CRIPPLES @ @ 12" O/C FOR 2"x10" OR GREATER HEADER p f1 a 2X8 P.T. BOTTOM P ATE KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2)12d TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN SIMPSON SIMPSON C SIMPSON LA (MIN. (2) PER BOTTOM PI C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA 'I SP4 SP2 SP4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR • INTERIOR HEADER: MOUNTING BASE SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 �+ 54 (1) 2x SILL PLATE W/ (2) 10d NAILS @ 4" 10d NAILS @ 6' O.C. IN POSITION GARAGE ENTRY FORM DETAIL FOR 2x8 WALL � BOX HEADER • EXTERIOR HEADERS: STAGGERED A STAGGERED 10d NAILS @ 8 ONLY (1) 2x SILL PLATE W/ (2) TRANSOM FRAMING ° 2x6 MOUNTING BASE SCALE: N.T.S. O/C TYP. 12d TOENAILS BEYOND. 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x • OPENING LARGER THAN 4 FT: NAILED INTO TRANSOM —t PLYWOOD FASTENED TO TRUSSES CRIPPLE STUD (2) 2x SILL PLATE wl SIMPSON FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH TRANSOM FRAMING O/C BOUNDARIES 6" O/C EDGES o E SHEATHING GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE SEE SECTION AA/S1 AND & 8" O/C FIELD 54 CONNECTION ASSEMBLY BB/S1 FOR ADDITIONAL g .., G GARAGEFLOOR TRAVEL DIRECTION OF 2x STUDS TYP. DETAILS • SIMPSON SP4 wl 6 10d x 1 12" ( ) GARAGE DOOR SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD OD SIMPSON HTT4 TYP. SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING Opp �R U.N.O. SEE N/S4 SP4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRY MOUNTING BASE DETAIL G **HOLD DOWN RECESS LINTEL `SIMPSON / SP4 SIMPSON SP1 w/(10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. PER BOTTOM CONNECTIONS (MIN. (2) SCALE: N.T.S. a 4 NOT REQUIRED /// PLATE) a d P.T. BOT. PLATE BEARING WALLS NOTED a a ALTERNATE: POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E WITHOUT UPLIFT a 5/8" DIA. ATR EPDXIED BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM FOR GARAGE DOOR AND WATER GARAGEFLOOR. PLATE @rp_NN\ 24" O.C. SHED FORWARD THIS DRAWING. WALL HEADER DETAIL Q FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. PARTIAL INTERIOR ELEVATION 54 5/8"x10" "J" BOLTS @ 24" O.C. MAX. REV. 06.24.22 SCALE: N.T.S. SCALE: N.T.S. 54 SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) INS s� �+� > W C1*y .- -o m x � U �. r • ti F L0 • § fF�'I��ttlEl. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer s signature and seal. N v E 8 paco W 00 N co 0 U) 25 LL u 55 a J z - o a _ ii co N CO 0 o � nT m a L0 Cl) Z IL;A N z �U v 0 W 13 co P QN O d ¢ v V 0 W Q N - n3 fi-co U La E 8 i r z r oco v a~ ¢ ° N I� � w cl' l ¢ O z CuE zo oo<© >� Q 0 E v z oa I— rd Qo XU U0 =OO o <z &z wZ CV '�, WO ¢, LIDf Z<Zm0 Y Q tL zz 'aw W N m < �z 0)^I Cl) 8 go son �w 3 Z ¢a � 1- �0 O o � II� a F 0 z1¢ 3 o N > ai m N � co ~ ' _ CM ~ O o CC ^^Ca LL U_LO Q ~ E: C7 00 N co C37 C .� C, N (0 M Q 00 r G6 p'—p d� M E M C1 o z z ry i/I r E c D_ U J Q cc c JOB NO: 22-11687-11682 SCALE : AS NOTED SHEET NO. S4 C" 3- d a E a r") 0 0 I m C `l 0 0 J i t-- m c2 i E 0 C E Qo co r") 0 0 00 t0 Ni t— a E i _ a N a a Q E FS on E O v _ _ J M tU T7 co 01 U I 0 U 0 ts: 0 v U J N i7 N N Cf Q 0 4 0 v 0 v Q m v cn SIMPSON HGAMit W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS -- 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O,C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE -[RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9" BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± r 450 ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILV 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '• BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 1 Od END GYPSUM WALLBOARD GABLE TRUSS [��1/2" NAILS @ 6" O.C. EDGES T 2"x4" PANEL BLOCKING @ 48" O.C. FOR Tfft7 CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END T OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER MATCH BOTTOM CHORD ( EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1 Old 2x4 CROSS BRACE APPROX. 8" &(2) 10dTOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)1Old & (2)1 Od (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) „C SECTION FOR SIZE & SPACING 2x4 PANEL BLOCKING / 1/2"CDX PLYWOOD OR 7/16" @48"O/C FOR THE ��� � (2) 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF . �\ W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. SNAILS AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED \� (2)16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED NOTCH "L" BRACE HERE THE FIRST (4) ROWS OF TRUSSES P NE MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH FASTEN WITH 10dx3 4 O/C SPACED 2x4 T ON TOP OF A L 10dx3" @ 4" O/C @ 1/2 x 8 J BOLT 4$ O.C. @ 48" O.C. INSTALLED PER MANUF. @ I I WEEP SCREED FROM EA, END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER I I SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-010dx3 @ 4 0/C " INSTALLED PER MANUR ATTACHED w/ (2)16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT 32" Q.C. MINIMUM 6" FROM @ O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w! 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 SCALE: N.T.S. 55 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR - X-BRACING, AND TOP T M M SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION � °� SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES t° � 1 1 1/ ` 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM 2x4 RAT RUN BRACING 112" % RIDGE FASTENED AT „ AT 24 O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d �& (2) 10d TOE ' ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT � 2 2 IN NATIONS W/ 1 R O x 4 LAM A ONS O OW � 2 x 4 LAMINATIONS W/ 1 ROW (3) O � „ 3 x 6 LAMINATIONS W/ Z ROW OF O 2 LA O O S 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE 2 16d NAILS ( ) 2x4 BLOCKING @ 24° (D = 0.148 , L = 3) OR EQUAL (D = 0,207 , L = 41 /2) OR EQUAL (D = 0.207", L = 41 /2") OR EQUAL FIRST 4 O ROWS OF ' O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) wl (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 0 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARI G LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" 1'-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION. IINIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" Q.C. (2)1 Od x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP w/ 10d XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ("'lO SCALE: N.T.S. S5 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S, SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MINIMUM (2)16d PER JOINT OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.0 aEZLK TYPICAL GABLE TRUSS WEB J SINGLE 1" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d 2 2"x8" "L" BRACE -� SLOPE OF ADJACENT TRUSS NAILS AT EACH STUD FASTENED WITH (3) ) STUD WALL (SEE TYP. SEC.) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. 55 SCALE:N.T.S. AS PER HIB 91 SCALE: N.T.S. S5 REV. 06,08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" SHEATHING OSB ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS zz SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL—' BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3`' @ 4" O/C (2)12d TOENAILS SECTION g SCALE: N.T.S. CJ`CJ MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6 OVERLAP M S5 "L' BRACE W/ 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"0/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 314" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Old TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING w/ (3)1 Od x 3" AT • EACH CONN, @ 24" O/C 1, \- MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @@NON - LOAD BEARING LOCATIO (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION.�­S5 _ "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"X4" (U.N.O.) "t" 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'W" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"XY SDS SCREWS TO PLATES (TYP.) \—STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=T-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 W1(12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. tiZA e o a S �yc� CORNERJACK Q � W z >z 0 HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRON CHORD BRACING 2X4 MIN. ON NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'4" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN(T), AS PER BCSI SCALE: N.T.S. SCISSOR TRUSS SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'4' 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 c.e C ci -o = ® 0 LAJ � d d cm �42 c E ea n YI/IP. �.e��,��i"01191t31rat/ ......., Q ; of LO . .• ?OrES3% To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W g. E 0 0 M a S S WIN 0 1- 0 (-0 N M LL Q U- LL W a —a a Y m E rn 9 o OC CO N 0 WU) °' m W 0 J x Z < LLN co Q O oU x 0 0 W 00 M v-•- a) O o0 W W Nq � O N 1 O J 4- U, f0 w —� OLU to m Y C) J E p cm> = 0 `� ®® N � em CD w co z o z U- c E 4 0 �� o w Z o ?® ❑ 0. Cu o< a� Up U &_ O Qz Q az -.a)+ L • � C C o z 0Y U y0 m � p DE Z , yz _ ONE o Z ao <o C1 i� -w Z F 'O o � Uj a 0 C)ip ai rn CV 0 to � cc .— co w J 0 .ram u � M 00 co � �° L L C:) H M co LO o N IN M CU LO N Q 0c) LUf7 GSA CO 00 r w co T1 O 0 z ca z = N T E c) ,— �6 M E ci JOB NO: 22-11687-11682 SCALE : AS NOTED SHEET NO. S5 H v d E 0 0 I ao 0 0 J cc co I r` 00 E v a c M CD 0 I 00 C> 0 O 00 cD 00 00 cR N i v a E c N 0 0 v Q E W E Cv 4 v C c Cv LZ 0 0 U iv cq c 0 vI c U a] O i o_ 15 0 U J q) r7 N 0 •U+ v 0 0 a N 0 45 Q m -0 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903,2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 I INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" 0/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F, TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" 0/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM, DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS, O6° FLOOR SYSTEM ER PLAN = 0 /// °-e 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. /// HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER ~ PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 U)FOR MORE INFO w o i 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD -� l— LAYER 1/8" THICK.LU . LPL LU INSULATION PER CHART ON FLOOR PLAN B R �. S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE JBARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT, FILLED SOLID W/GROUT -ARCHITECTURAL FINISH SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD e / 2nd FLOOR WALL---__ *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)1Od x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER kTE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL "T"AND CORNER DETAILS N SCALE: N.T.S. 16 E S6 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cn L1J Q U 4"X4" INSPECTION PORT AT a EACH FILL CELL TYPICAL Uj 1x WD FURRING @ 24" O.C. U) AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE BASEBOARD N TO CUT BLOCK OR POUR SECTION J/S6 MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING MIN. PSI MAY VARY PER ATTACHED WALL SHEATHING NOTE: EXTEND DECO FINISH MUNICIPALITY 411to 6" BELOW GRADE TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED E.�, .— —. --�_ iv a y d < .a FINISH GRADE oo FLOOR TRUSS SEE FRAMING PLAN \ FLOOR TRUSS e T—T� 7�1T7��Tfl' SEE FRAMING WEEP SCREED 6x6 W1.4xW1.4 111-1I I -I I (� '� PLAN .:' o Z a INSTALLED PER MANUF. WWF OR FIBERMESH e'. ° I TIT � 2 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" 1511I= O/C FOR THE 1 ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS ����j IT- STD. 90'HOOK END WALL W/ {2)10dx3" @ EA. I f BLOCKING & MIN. 4" EMBEDMENT (3) # 5 REBAR ON 3" CHAIR " —' (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" END INTO 2"x4" BLOCKING IN KO BLOCK TYP 2-STORY WALL SECTION J SEE E INFO MA FOR MORE INFORMATION REV.03.16.21 SCALE:3/4"=V-0" S6 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSC ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS uj WEEP SCREEDLu INSTALLED PER. MANUF. o O SIMPSON HETA20 w/ (8)1Odx1 1/2" 1CO NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 15/32" OSB r 7 I IF EXPOSUREI x SHEATHING ( I x F PROVIDE II II BLOCKING AS j REQUIRED PER II D II ] SECTION X-X IF NOT FULL HEIGHT SHEET C II II II II l I _ IL G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I T�— � ^ 7 II 15132"OSB EXPOSURE 1 F I I II F SHEATHING w II II II 2 SOLID 2x III C 1 III IILTII II I ALL SHEATHINBLOCKINGG to EDGES (SEE III OPENING SECTION X-X III C III xTIFII — �W II III— x E Lu 2x STUDS w IIIFfl I III II II I) BEYOND. Czi oIII SEE PLAN o I I I II I II I II II I I O II I_LI���—II 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM rAeAr r rr r-\/ArI^kI nrAnr%AAe FLOOR CONNECTION g 3/8" "S" =NAIL 3/8" @ MASONRY 1 ST FLR, SEE J/S6 SCALE: 3/4"=1'-0" S6 SPACING FOR ADDITIONAL INFORMATION. IS� 'V4" S 1/2"v2' S797- v2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY (� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION B.U.C. (8)10d NAILS TO STUD PER STRAP FLOOR SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. DETAIL FLOOR TRUSS) 0 SCALE: 1 1/2"=1'-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" 7' BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#• MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ITI ilk r" . ° e III IIIII�r I II 1 I— "uI—i I I�III Iri I —I 11=LI=1 (3) #5 CONT. ON 3" Ij r— CHAIR W/ 3" MIN. 8" 1'-$" 8" CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ��S6 ADDITIONAL SLAB INFORMATION. AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X T�7 SFF 1A 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U,N.O,) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES, A MINIMUM %" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT W PENETRATE SURFACE MORE THANy". O ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4' O.C. w/ 8d COMMON NAIL Z LL = © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 Lu QD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. w to O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J w/ 8d COMMON NAIL J Lu w LL 1-- O M PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F y ¢ O m w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. �t-OOtn U) m u- :0'� OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL Z N w 0 O~ MEMBER IF GABLE END LL N " NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" + DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE �rF� Qi R/OR SEE PLAN FOR REQUIRED - CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZON T @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA, x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH ,� '� � •' :�d e" a .° I I I_I � I —III I I 'd.. a. a_• � ' . -IIIIIIIIIIIIIIIII 9 `: . di e I I (3) # 5 REBAR ON 3" CHAIR I 4" I III j _8" W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) LSTA30 4'4 (2) (3) (2) (2) (1) LSTA30 9'-16' (3) 3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 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. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE I— 00 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=l'-0" ADDITIONAL INFORMATION. ,,ram � za w ® -a cc x Cu-� 9 - C co r2- Y C E c1a n�. wry` cu .r. c.a na c`.E cc ..• �i S • �N :- i -.J (� o• aQ LO FE S1a;�\`\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to /W v EE 4 0 co N N 6L c v "' M corn °° M 0 4h LL Q w �U_� a- Z 0 0 cum 0 :3 Co v W W 05 cj m w Z Lo M z 6 IJ— J 0 N O U 0 co Z W pp N C] o g Z N z o � J Iff IV N U Ln z a /n C n♦ - � cry i6 w o U '� o—�p W p Ln U_ W � H aim_ I � aj U o o led— N rn S - o CIO� y4 W z M Lt- zo� Z . >- o0® aCL 0 co o wO F- ti xU a* �U zo N � z aQ Q ° x �� S L o z iY U m p Oz Z' Z _ C Q% J Nm �. Q W sw oa Z go W N Q U a nw I� �� -Z =3 J JZ r� �! M a 00 0 2 O 2 hi N a c6 T O LMf� O 0 _ _ U rM�� W OO A CIOoCO LL E co - M N M ,rw�+ �. O 0 Q Ob 00 M 00 r- ``, 6 tts iri r E o r cc E JOB NO : 22-11687-11682 SCALE : AS NOTED SHEET NO. S6 (MONO) v+ -o E v c E 00 O 0 I CD 0 0 J co i t0 0 i N E a c E M 0 0 I co r) 0 0 9 00 00 00 N E 0 a c Q o, c N N O Q E f� en au E T L v c c J y a� U v C O VI i 4 i n: 0 U J v r.7 N CV N a' Q 0 N 0 4- 0 ¢ m -v v N SCALE:' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUI NAILED MATCH NOS OTHER l � 6'0 ►J / V VIALL r---ALIGN THIS STUD WITH I 5YP CUT TO FIT %RS IN WALL I 2x12 SYP BEARS IN WALL ' —2x6 SYP 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / r A AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" / NAILS) fIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND 2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH 2x12 SYP—; STRINGER rSIDE) TO BOTTOM EDGE OF 2x12 1 STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO \ —2x4 DRAFT RISER AND TREAD STOP / —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS t I BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ J" X 2 4" TAPCONS @ MAX. 32" O.C. I C t ROVIDE MOISTURE ' PROTECTION ` ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ J" X 2q" TAPCONS @ MAX. 32" O.C. 1x4 GLUED AND NAILED TO STRINGER GA TOP OF \ STRINGER 1x4 GLUED AND NAILED TO STRINGER \ 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH ' STRINGERS _ I I 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 \ 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON N MTS12 w/ D NAILED TO FLOOR WITH GLU (114)4) 10d x 1 1/2" STRINGER CONTACT POINTS \ NAILS) SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDEDPLYWOOD GLUED & SCREWED TO PLYWOOD DECKING -2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" SECTION D-D 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 2x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD , 1 GLUED GLUED AND AND NAILED i NAILED I 2x I DRAFT STC P 2x4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT L 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS / \ _ _ 1x4 GLUED AND NAILED TO STRINGER E—/ FOR DRYWALL SPACING H SECTION VIEW SCALE: 2" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE--- AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" l-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L1.4/GLUED AND NAILED TO STRINGER IOR DRYWALL SPACING -- H SECTION VIEW "E" SCALE: 1" = 1'-0" SECTION VIEW SCALE:" = 1'-0" 3/4 PLYWC ON DECK -2x8 SYP AND NAI FRAM I N( 2x4 DRAFT STOP 2x4 BLOCKI C NOTE: 2x8 ' DRYWALL STOP \ NOT SHOWN SIMPSON A35 OR LSC EACH STRINGER SECTION VIEW FLOOR TRUSS OR GIRDER, FIELD VERIFY _ I-(2) LAYER 4" EDGE GOLD OPTION: 2X4 CUT ON OSB OR PLYWOOD BEVEL GLUED AND s NAILED TO SUPPORT OR 1 4'X16" LVL W/ SIMPSON H3 ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: 2" = 1'-0" SCALE: 1" = T-0" CONN. TO BOTTOM OF NEWEL POST PER CONTRACTOR PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST, NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES NEWEL POST BLOCKING SCALE: 1" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )I STS) NAILED AND )TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) H\\\\ 2X BL/ 2X STRINGER OCKING PSON MTSJ2 w/ I 10d x 1 1/2"NAILS / ZOR 32X BLOCKING ffiD � RISL_ 2 / ECTION VIEW "H" SCALE: V = 1'-0" C LLI a -o C14 M.. c Vw ..a C-4 ..fir L' N CP � o c S 01/V C14 ��a y04 r ,.. •• o !Zs • '?_ . ' •• S.• •• _ � �� � Q J X0 U 4; •'••.., F L .••' R0 F E S ��IIII tllllil►,<�\ To the best of the Engineer's knowledge, information and belief, the structural plans and spec fiat ons contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and sea] W v€ a o co 8 y 0 ab N 0 N0 J M V � W M Q —JW JLLLL o- 0 _Z —�6, o Ca L @ 0 2 W 0 M r- o 0 C/3 of m Z LO z ILW Z Nco OU < 0 W ❑ M CV O Z ib N Z ti Q N (n C o IL 4--J (_6 w � 0 w o rJ VC— W = E W a C) o c Cl) Q �0 N O7 o w MLA. Z ¢ O Z J ce E " ZN Q E o0 a= °� t- X0 00 N � ��o� o �o <o �z �w rp C:W Y U "m m� o O K z 6 N J ¢ ° ¢w z cn Z o 0 N 2< a N� W C) <o r 4 Y !Y O u" zI< n� ° 3 c C)0 >r ui 2 d' N 0 � (d T = 3.11 cM L o T �" Ob 5T0 Co 0 �- 00 U_ CD CO CO L0 M N +�+ � N LO N CO� � C6 00 r 't Ln T pp M E m.— z Z O r @ a E •• 'a Y U Q 76 � c JOB NO: 22-11687-11682 SCALE : AS NOTED SHEET NO, ST v� 'a E 0 a E 0 0 I ho C) 0 0 J «Ni cfl I co to to i E v a C CD 0 0 I M 0 0 00 00 J CV co t` N f— v a E L Q N 0 i C a E F2 0 E Cn Cn L v C w J C 0 2 0 UI 0 w 0 i a 0 0 o a> iy CV N 0 s a; v 0 0 N N a; v 0 Q m a� cn DOORJAMB (REFER—,P. 1/2 TO PRODUCT P.T. APPROVAL FOR CONN: 3-1/4" LONG X 3/16" 0 ; ! TAPCON. INTO BLOCK@ SPACING 1„ DETAIL PER MANUFACTURE DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 / 1 X 4 FURRING 3/16"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" �� FURRING TAPCONS ' TAPCON @ 16" O.C. & 4" 2Xg STAGGERED @ 16" 1x8 P.T. FROM EACH END w/MIN. 1X8 O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH MASONRY THROUGH 1-1 /2+' DETAIL 1x8 w/ (2) ROWS 8d NALS ++ 1x4 P.T. & 1x8 P.T. 3 DETAIL STAGGERED @ 12 O.C. 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. '� 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. / /�/ x 3-1/2" TAPCON @ 16" 1x4 �i j (2) ROWS 3/16 x 3-1/2 i �/ O.C. & 4 FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIP 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4)10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD: BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU ---� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW----' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 2 x 8 BUCK - CONNECT TO BLOCK Z-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO SOLID BLKG. AT TOP BTWN. ARCH J� BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 B_B ARCH DETAIL K —� SCALE: N.T.S. SS Z-0" SECTION A -A 8" 114" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED --2 x 8 45 DiAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8 #5 REBr (TYP,) STD. 90' FILL SOLID HOOK (1 BOTH CELLS NOTCH WEB AT +5A FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2"SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE . TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: - SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. -:•: ':. +.::',:::? :.: '' `:::....'.: 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL 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 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH --1 IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @a ENTRY rL SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID " MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL i i L FILLED CELL PER FOUNDATION PLAN V0 YP.) FHE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS 1� #5 REBAR (TYP,) ♦♦♦ 1® ♦1 1♦ � #*TD. 90° HOOK (TYP.) 1® @ FIRST COURSE ®®A 2"x BOT. PLATE W/ (2)10d @ 6" O.G 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Old @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/41 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW { 1 BRG WALL TYPE PER PLAN I I I I F CHANNEL, FASTENED PER NOTE 2 BELOW--(—NF--J— CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE f F 1 STRUCTURAL SOFFIT C; / ``' 0 SCALE: 3/4" = V-0" (**} FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6.0 jj. III Lik p° • D '�'T fll — GRADE D p °. ° co CV � •D ' (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR, (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" =1 "-0" �X 4, �FNOTy + + + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL— SCHED. 2 X 4 #2 SYP SCAB TO SIDE. OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS r + REQUIRED TO A� + SUPPORT SOFFIT / CENTER SOFFIT - PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'41) SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS QGt= (ZWr:=P:T n) AAlll SIMPSON HTT4 w/ (18)10d x 1 1/2 NAILS TO STUDS & 1 - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3_ z 0 0 W h U FILL 1St4 COURSES SOLID W/GROUT a ° FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ';'' %• 4' OVERHAN �. •t .4 . •. RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" ° ... I Y s ° ° #5 BAR x p ° V ° ° CENTERED W/ o 9 H IN TOP o ° , p p� ' KNOCKOUT / N ;a ° CHAIR BLOCK MONO FOOTING •> p D ° SIZE AND REINF. PER PLAN ° AND SECTION DETAILS -1 A CLEAN FILL .> °• DIRT �' z °• ° STANDARD c #5 BAR IN ' 9(T HOOK N FILLED CELL, k,. -. fi r.• % N ♦ V �� s• V '• �� sPkve s• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO g EXISTING FOOTING (2) #5x6' IN CONC. Cn N FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY O 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S, RETROFIT FILLED CELL DETAIL SCALE: N.T.S. t Cz _= o . »= >.;w 2- = a E'"� c C Q � v OWIV PfNSE . m «_ :z •. 2 FL QF E S $10�,,```\`\\�� �d!!!lliEt`t��� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v E IH o C0 8 FAV - 6 m N r o N w N -,�� §6; tff aj CNM V zS u 4 C J 2 W mu- - 555 a 13 —a uu Y t mo z WU) 6' °' m J j. LO N Z a Z N o< Ina V M r z N M z o g z M (nv) zC1 4) 0 cn 'U 01^ W s v l N �� _ v m RigW 3 1 ' ♦s ° z . V p N 0 C W CO I 00— co Q N m J¢ Z 9 M g rj Wo }�y Q E Uj Z " o V o 00 H xU �V Z oa °a o E <= WZ N wO O z�= YzZ' >Z cn J a ° z Z Sa g0 W �3 a NW C �Y �0 0o a ao �O C ui ro �' Um CV Co cor O _� _ O O� E M ^� o Co T 1..4 m LL = c CM M cv E M �n CD 00 N a� 4-0 Cp r N Cfl L N CL7 Q dam' r- 00 2:1M M z° CD f z E Q r N c a U Q JOB NO : 22-11687-11682 SCALE : AS NOTED SHEET NO.SS STAGGERED @ 12 O.C. 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. '� 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. / /�/ x 3-1/2" TAPCON @ 16" 1x4 �i j (2) ROWS 3/16 x 3-1/2 i �/ O.C. & 4 FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIP 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4)10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD: BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU ---� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW----' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 2 x 8 BUCK - CONNECT TO BLOCK Z-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO SOLID BLKG. AT TOP BTWN. ARCH J� BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 B_B ARCH DETAIL K —� SCALE: N.T.S. SS Z-0" SECTION A -A 8" 114" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED --2 x 8 45 DiAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8 #5 REBr (TYP,) STD. 90' FILL SOLID HOOK (1 BOTH CELLS NOTCH WEB AT +5A FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2"SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE . TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: - SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. -:•: ':. +.::',:::? :.: '' `:::....'.: 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL 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 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH --1 IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @a ENTRY rL SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID " MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL i i L FILLED CELL PER FOUNDATION PLAN V0 YP.) FHE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS 1� #5 REBAR (TYP,) ♦♦♦ 1® ♦1 1♦ � #*TD. 90° HOOK (TYP.) 1® @ FIRST COURSE ®®A 2"x BOT. PLATE W/ (2)10d @ 6" O.G 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Old @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/41 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW { 1 BRG WALL TYPE PER PLAN I I I I F CHANNEL, FASTENED PER NOTE 2 BELOW--(—NF--J— CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE f F 1 STRUCTURAL SOFFIT C; / ``' 0 SCALE: 3/4" = V-0" (**} FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6.0 jj. III Lik p° • D '�'T fll — GRADE D p °. ° co CV � •D ' (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR, (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" =1 "-0" �X 4, �FNOTy + + + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL— SCHED. 2 X 4 #2 SYP SCAB TO SIDE. OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS r + REQUIRED TO A� + SUPPORT SOFFIT / CENTER SOFFIT - PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'41) SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS QGt= (ZWr:=P:T n) AAlll SIMPSON HTT4 w/ (18)10d x 1 1/2 NAILS TO STUDS & 1 - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3_ z 0 0 W h U FILL 1St4 COURSES SOLID W/GROUT a ° FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ';'' %• 4' OVERHAN �. •t .4 . •. RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" ° ... I Y s ° ° #5 BAR x p ° V ° ° CENTERED W/ o 9 H IN TOP o ° , p p� ' KNOCKOUT / N ;a ° CHAIR BLOCK MONO FOOTING •> p D ° SIZE AND REINF. PER PLAN ° AND SECTION DETAILS -1 A CLEAN FILL .> °• DIRT �' z °• ° STANDARD c #5 BAR IN ' 9(T HOOK N FILLED CELL, k,. -. fi r.• % N ♦ V �� s• V '• �� sPkve s• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO g EXISTING FOOTING (2) #5x6' IN CONC. Cn N FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY O 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S, RETROFIT FILLED CELL DETAIL SCALE: N.T.S. t Cz _= o . »= >.;w 2- = a E'"� c C Q � v OWIV PfNSE . m «_ :z •. 2 FL QF E S $10�,,```\`\\�� �d!!!lliEt`t��� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v E IH o C0 8 FAV - 6 m N r o N w N -,�� §6; tff aj CNM V zS u 4 C J 2 W mu- - 555 a 13 —a uu Y t mo z WU) 6' °' m J j. LO N Z a Z N o< Ina V M r z N M z o g z M (nv) zC1 4) 0 cn 'U 01^ W s v l N �� _ v m RigW 3 1 ' ♦s ° z . V p N 0 C W CO I 00— co Q N m J¢ Z 9 M g rj Wo }�y Q E Uj Z " o V o 00 H xU �V Z oa °a o E <= WZ N wO O z�= YzZ' >Z cn J a ° z Z Sa g0 W �3 a NW C �Y �0 0o a ao �O C ui ro �' Um CV Co cor O _� _ O O� E M ^� o Co T 1..4 m LL = c CM M cv E M �n CD 00 N a� 4-0 Cp r N Cfl L N CL7 Q dam' r- 00 2:1M M z° CD f z E Q r N c a U Q JOB NO : 22-11687-11682 SCALE : AS NOTED SHEET NO.SS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4)10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD: BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU ---� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW----' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 2 x 8 BUCK - CONNECT TO BLOCK Z-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO SOLID BLKG. AT TOP BTWN. ARCH J� BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 B_B ARCH DETAIL K —� SCALE: N.T.S. SS Z-0" SECTION A -A 8" 114" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED --2 x 8 45 DiAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8 #5 REBr (TYP,) STD. 90' FILL SOLID HOOK (1 BOTH CELLS NOTCH WEB AT +5A FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2"SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE . TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: - SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. -:•: ':. +.::',:::? :.: '' `:::....'.: 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL 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 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH --1 IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @a ENTRY rL SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID " MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL i i L FILLED CELL PER FOUNDATION PLAN V0 YP.) FHE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS 1� #5 REBAR (TYP,) ♦♦♦ 1® ♦1 1♦ � #*TD. 90° HOOK (TYP.) 1® @ FIRST COURSE ®®A 2"x BOT. PLATE W/ (2)10d @ 6" O.G 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Old @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/41 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW { 1 BRG WALL TYPE PER PLAN I I I I F CHANNEL, FASTENED PER NOTE 2 BELOW--(—NF--J— CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE f F 1 STRUCTURAL SOFFIT C; / ``' 0 SCALE: 3/4" = V-0" (**} FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6.0 jj. III Lik p° • D '�'T fll — GRADE D p °. ° co CV � •D ' (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR, (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" =1 "-0" �X 4, �FNOTy + + + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL— SCHED. 2 X 4 #2 SYP SCAB TO SIDE. OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS r + REQUIRED TO A� + SUPPORT SOFFIT / CENTER SOFFIT - PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'41) SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS QGt= (ZWr:=P:T n) AAlll SIMPSON HTT4 w/ (18)10d x 1 1/2 NAILS TO STUDS & 1 - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3_ z 0 0 W h U FILL 1St4 COURSES SOLID W/GROUT a ° FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ';'' %• 4' OVERHAN �. •t .4 . •. RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" ° ... I Y s ° ° #5 BAR x p ° V ° ° CENTERED W/ o 9 H IN TOP o ° , p p� ' KNOCKOUT / N ;a ° CHAIR BLOCK MONO FOOTING •> p D ° SIZE AND REINF. PER PLAN ° AND SECTION DETAILS -1 A CLEAN FILL .> °• DIRT �' z °• ° STANDARD c #5 BAR IN ' 9(T HOOK N FILLED CELL, k,. -. fi r.• % N ♦ V �� s• V '• �� sPkve s• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO g EXISTING FOOTING (2) #5x6' IN CONC. Cn N FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY O 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S, RETROFIT FILLED CELL DETAIL SCALE: N.T.S. t Cz _= o . »= >.;w 2- = a E'"� c C Q � v OWIV PfNSE . m «_ :z •. 2 FL QF E S $10�,,```\`\\�� �d!!!lliEt`t��� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v E IH o C0 8 FAV - 6 m N r o N w N -,�� §6; tff aj CNM V zS u 4 C J 2 W mu- - 555 a 13 —a uu Y t mo z WU) 6' °' m J j. LO N Z a Z N o< Ina V M r z N M z o g z M (nv) zC1 4) 0 cn 'U 01^ W s v l N �� _ v m RigW 3 1 ' ♦s ° z . V p N 0 C W CO I 00— co Q N m J¢ Z 9 M g rj Wo }�y Q E Uj Z " o V o 00 H xU �V Z oa °a o E <= WZ N wO O z�= YzZ' >Z cn J a ° z Z Sa g0 W �3 a NW C �Y �0 0o a ao �O C ui ro �' Um CV Co cor O _� _ O O� E M ^� o Co T 1..4 m LL = c CM M cv E M �n CD 00 N a� 4-0 Cp r N Cfl L N CL7 Q dam' r- 00 2:1M M z° CD f z E Q r N c a U Q JOB NO : 22-11687-11682 SCALE : AS NOTED SHEET NO.SS UPLIFT CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2"SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE . TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: - SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. -:•: ':. +.::',:::? :.: '' `:::....'.: 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL 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 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH --1 IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @a ENTRY rL SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID " MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL i i L FILLED CELL PER FOUNDATION PLAN V0 YP.) FHE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS 1� #5 REBAR (TYP,) ♦♦♦ 1® ♦1 1♦ � #*TD. 90° HOOK (TYP.) 1® @ FIRST COURSE ®®A 2"x BOT. PLATE W/ (2)10d @ 6" O.G 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Old @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/41 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW { 1 BRG WALL TYPE PER PLAN I I I I F CHANNEL, FASTENED PER NOTE 2 BELOW--(—NF--J— CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE f F 1 STRUCTURAL SOFFIT C; / ``' 0 SCALE: 3/4" = V-0" (**} FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6.0 jj. III Lik p° • D '�'T fll — GRADE D p °. ° co CV � •D ' (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR, (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" =1 "-0" �X 4, �FNOTy + + + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL— SCHED. 2 X 4 #2 SYP SCAB TO SIDE. OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS r + REQUIRED TO A� + SUPPORT SOFFIT / CENTER SOFFIT - PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'41) SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS QGt= (ZWr:=P:T n) AAlll SIMPSON HTT4 w/ (18)10d x 1 1/2 NAILS TO STUDS & 1 - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3_ z 0 0 W h U FILL 1St4 COURSES SOLID W/GROUT a ° FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ';'' %• 4' OVERHAN �. •t .4 . •. RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" ° ... I Y s ° ° #5 BAR x p ° V ° ° CENTERED W/ o 9 H IN TOP o ° , p p� ' KNOCKOUT / N ;a ° CHAIR BLOCK MONO FOOTING •> p D ° SIZE AND REINF. PER PLAN ° AND SECTION DETAILS -1 A CLEAN FILL .> °• DIRT �' z °• ° STANDARD c #5 BAR IN ' 9(T HOOK N FILLED CELL, k,. -. fi r.• % N ♦ V �� s• V '• �� sPkve s• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO g EXISTING FOOTING (2) #5x6' IN CONC. Cn N FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY O 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S, RETROFIT FILLED CELL DETAIL SCALE: N.T.S. t Cz _= o . »= >.;w 2- = a E'"� c C Q � v OWIV PfNSE . m «_ :z •. 2 FL QF E S $10�,,```\`\\�� �d!!!lliEt`t��� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v E IH o C0 8 FAV - 6 m N r o N w N -,�� §6; tff aj CNM V zS u 4 C J 2 W mu- - 555 a 13 —a uu Y t mo z WU) 6' °' m J j. LO N Z a Z N o< Ina V M r z N M z o g z M (nv) zC1 4) 0 cn 'U 01^ W s v l N �� _ v m RigW 3 1 ' ♦s ° z . V p N 0 C W CO I 00— co Q N m J¢ Z 9 M g rj Wo }�y Q E Uj Z " o V o 00 H xU �V Z oa °a o E <= WZ N wO O z�= YzZ' >Z cn J a ° z Z Sa g0 W �3 a NW C �Y �0 0o a ao �O C ui ro �' Um CV Co cor O _� _ O O� E M ^� o Co T 1..4 m LL = c CM M cv E M �n CD 00 N a� 4-0 Cp r N Cfl L N CL7 Q dam' r- 00 2:1M M z° CD f z E Q r N c a U Q JOB NO : 22-11687-11682 SCALE : AS NOTED SHEET NO.SS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE . TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: - SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. -:•: ':. +.::',:::? :.: '' `:::....'.: 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL 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 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH --1 IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @a ENTRY rL SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID " MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL i i L FILLED CELL PER FOUNDATION PLAN V0 YP.) FHE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS 1� #5 REBAR (TYP,) ♦♦♦ 1® ♦1 1♦ � #*TD. 90° HOOK (TYP.) 1® @ FIRST COURSE ®®A 2"x BOT. PLATE W/ (2)10d @ 6" O.G 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Old @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/41 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW { 1 BRG WALL TYPE PER PLAN I I I I F CHANNEL, FASTENED PER NOTE 2 BELOW--(—NF--J— CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE f F 1 STRUCTURAL SOFFIT C; / ``' 0 SCALE: 3/4" = V-0" (**} FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6.0 jj. III Lik p° • D '�'T fll — GRADE D p °. ° co CV � •D ' (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR, (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" =1 "-0" �X 4, �FNOTy + + + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL— SCHED. 2 X 4 #2 SYP SCAB TO SIDE. OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS r + REQUIRED TO A� + SUPPORT SOFFIT / CENTER SOFFIT - PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'41) SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS QGt= (ZWr:=P:T n) AAlll SIMPSON HTT4 w/ (18)10d x 1 1/2 NAILS TO STUDS & 1 - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3_ z 0 0 W h U FILL 1St4 COURSES SOLID W/GROUT a ° FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ';'' %• 4' OVERHAN �. •t .4 . •. RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" ° ... I Y s ° ° #5 BAR x p ° V ° ° CENTERED W/ o 9 H IN TOP o ° , p p� ' KNOCKOUT / N ;a ° CHAIR BLOCK MONO FOOTING •> p D ° SIZE AND REINF. PER PLAN ° AND SECTION DETAILS -1 A CLEAN FILL .> °• DIRT �' z °• ° STANDARD c #5 BAR IN ' 9(T HOOK N FILLED CELL, k,. -. fi r.• % N ♦ V �� s• V '• �� sPkve s• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO g EXISTING FOOTING (2) #5x6' IN CONC. Cn N FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY O 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S, RETROFIT FILLED CELL DETAIL SCALE: N.T.S. t Cz _= o . »= >.;w 2- = a E'"� c C Q � v OWIV PfNSE . m «_ :z •. 2 FL QF E S $10�,,```\`\\�� �d!!!lliEt`t��� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v E IH o C0 8 FAV - 6 m N r o N w N -,�� §6; tff aj CNM V zS u 4 C J 2 W mu- - 555 a 13 —a uu Y t mo z WU) 6' °' m J j. LO N Z a Z N o< Ina V M r z N M z o g z M (nv) zC1 4) 0 cn 'U 01^ W s v l N �� _ v m RigW 3 1 ' ♦s ° z . V p N 0 C W CO I 00— co Q N m J¢ Z 9 M g rj Wo }�y Q E Uj Z " o V o 00 H xU �V Z oa °a o E <= WZ N wO O z�= YzZ' >Z cn J a ° z Z Sa g0 W �3 a NW C �Y �0 0o a ao �O C ui ro �' Um CV Co cor O _� _ O O� E M ^� o Co T 1..4 m LL = c CM M cv E M �n CD 00 N a� 4-0 Cp r N Cfl L N CL7 Q dam' r- 00 2:1M M z° CD f z E Q r N c a U Q JOB NO : 22-11687-11682 SCALE : AS NOTED SHEET NO.SS JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH --1 IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @a ENTRY rL SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID " MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL i i L FILLED CELL PER FOUNDATION PLAN V0 YP.) FHE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS 1� #5 REBAR (TYP,) ♦♦♦ 1® ♦1 1♦ � #*TD. 90° HOOK (TYP.) 1® @ FIRST COURSE ®®A 2"x BOT. PLATE W/ (2)10d @ 6" O.G 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Old @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/41 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW { 1 BRG WALL TYPE PER PLAN I I I I F CHANNEL, FASTENED PER NOTE 2 BELOW--(—NF--J— CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE f F 1 STRUCTURAL SOFFIT C; / ``' 0 SCALE: 3/4" = V-0" (**} FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6.0 jj. III Lik p° • D '�'T fll — GRADE D p °. ° co CV � •D ' (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR, (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" =1 "-0" �X 4, �FNOTy + + + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL— SCHED. 2 X 4 #2 SYP SCAB TO SIDE. OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS r + REQUIRED TO A� + SUPPORT SOFFIT / CENTER SOFFIT - PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'41) SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS QGt= (ZWr:=P:T n) AAlll SIMPSON HTT4 w/ (18)10d x 1 1/2 NAILS TO STUDS & 1 - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3_ z 0 0 W h U FILL 1St4 COURSES SOLID W/GROUT a ° FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ';'' %• 4' OVERHAN �. •t .4 . •. RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" ° ... I Y s ° ° #5 BAR x p ° V ° ° CENTERED W/ o 9 H IN TOP o ° , p p� ' KNOCKOUT / N ;a ° CHAIR BLOCK MONO FOOTING •> p D ° SIZE AND REINF. PER PLAN ° AND SECTION DETAILS -1 A CLEAN FILL .> °• DIRT �' z °• ° STANDARD c #5 BAR IN ' 9(T HOOK N FILLED CELL, k,. -. fi r.• % N ♦ V �� s• V '• �� sPkve s• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO g EXISTING FOOTING (2) #5x6' IN CONC. Cn N FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY O 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S, RETROFIT FILLED CELL DETAIL SCALE: N.T.S. t Cz _= o . »= >.;w 2- = a E'"� c C Q � v OWIV PfNSE . m «_ :z •. 2 FL QF E S $10�,,```\`\\�� �d!!!lliEt`t��� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v E IH o C0 8 FAV - 6 m N r o N w N -,�� §6; tff aj CNM V zS u 4 C J 2 W mu- - 555 a 13 —a uu Y t mo z WU) 6' °' m J j. LO N Z a Z N o< Ina V M r z N M z o g z M (nv) zC1 4) 0 cn 'U 01^ W s v l N �� _ v m RigW 3 1 ' ♦s ° z . V p N 0 C W CO I 00— co Q N m J¢ Z 9 M g rj Wo }�y Q E Uj Z " o V o 00 H xU �V Z oa °a o E <= WZ N wO O z�= YzZ' >Z cn J a ° z Z Sa g0 W �3 a NW C �Y �0 0o a ao �O C ui ro �' Um CV Co cor O _� _ O O� E M ^� o Co T 1..4 m LL = c CM M cv E M �n CD 00 N a� 4-0 Cp r N Cfl L N CL7 Q dam' r- 00 2:1M M z° CD f z E Q r N c a U Q JOB NO : 22-11687-11682 SCALE : AS NOTED SHEET NO.SS FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW { 1 BRG WALL TYPE PER PLAN I I I I F CHANNEL, FASTENED PER NOTE 2 BELOW--(—NF--J— CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE f F 1 STRUCTURAL SOFFIT C; / ``' 0 SCALE: 3/4" = V-0" (**} FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6.0 jj. III Lik p° • D '�'T fll — GRADE D p °. ° co CV � •D ' (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR, (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" =1 "-0" �X 4, �FNOTy + + + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL— SCHED. 2 X 4 #2 SYP SCAB TO SIDE. OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS r + REQUIRED TO A� + SUPPORT SOFFIT / CENTER SOFFIT - PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'41) SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS QGt= (ZWr:=P:T n) AAlll SIMPSON HTT4 w/ (18)10d x 1 1/2 NAILS TO STUDS & 1 - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3_ z 0 0 W h U FILL 1St4 COURSES SOLID W/GROUT a ° FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ';'' %• 4' OVERHAN �. •t .4 . •. RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" ° ... I Y s ° ° #5 BAR x p ° V ° ° CENTERED W/ o 9 H IN TOP o ° , p p� ' KNOCKOUT / N ;a ° CHAIR BLOCK MONO FOOTING •> p D ° SIZE AND REINF. PER PLAN ° AND SECTION DETAILS -1 A CLEAN FILL .> °• DIRT �' z °• ° STANDARD c #5 BAR IN ' 9(T HOOK N FILLED CELL, k,. -. fi r.• % N ♦ V �� s• V '• �� sPkve s• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO g EXISTING FOOTING (2) #5x6' IN CONC. Cn N FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY O 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S, RETROFIT FILLED CELL DETAIL SCALE: N.T.S. t Cz _= o . »= >.;w 2- = a E'"� c C Q � v OWIV PfNSE . m «_ :z •. 2 FL QF E S $10�,,```\`\\�� �d!!!lliEt`t��� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v E IH o C0 8 FAV - 6 m N r o N w N -,�� §6; tff aj CNM V zS u 4 C J 2 W mu- - 555 a 13 —a uu Y t mo z WU) 6' °' m J j. LO N Z a Z N o< Ina V M r z N M z o g z M (nv) zC1 4) 0 cn 'U 01^ W s v l N �� _ v m RigW 3 1 ' ♦s ° z . V p N 0 C W CO I 00— co Q N m J¢ Z 9 M g rj Wo }�y Q E Uj Z " o V o 00 H xU �V Z oa °a o E <= WZ N wO O z�= YzZ' >Z cn J a ° z Z Sa g0 W �3 a NW C �Y �0 0o a ao �O C ui ro �' Um CV Co cor O _� _ O O� E M ^� o Co T 1..4 m LL = c CM M cv E M �n CD 00 N a� 4-0 Cp r N Cfl L N CL7 Q dam' r- 00 2:1M M z° CD f z E Q r N c a U Q JOB NO : 22-11687-11682 SCALE : AS NOTED SHEET NO.SS *DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = 1'-0" SEE ROOF PLAN SHEATHING ---BLOCKING fi 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A X-BRACING 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B FRAMED RIDGE 2X4 STUDS &PLATES AT 2.O.C. MAYBE NAILED EACH DIRECTION TYP. U.N. (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER .O. W/ MIN` 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE S NEXT TO IT LANDS INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 2x8 BLKING. NAILED @EACH COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIDE w/ (3) 12d NAILS WHEN NAILSWHEN SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & D SON HTS20 REQUIRED w/ (2) R UI SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION - X 1 1SI EACH 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. •�C 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" •�C O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. D6 g 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX &EACH END ALTERNATE DIRECTION TYP. n CHORD AT ALL HAND FRAMED AREAS TYP. I TYP. WOOD TRUSS BLI 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER 1/2" GYP, WB OR 3/8" PLYWOOD/ TYPE 2-M-W A ETAIL 1 /2"= V-0" DIAGONAL AT 8'-0" MAX TRUSS PROVIDE 2X4 MIN. BLOCKING AT O OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. A TRUSS USSES (2) 12D NAILS AT 12" O.C. MAX SCALE: 1 /2"=V-0" HIP G.T VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A @ 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 RIDE BEAM 2X4 CONT. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL INTERIOR BEARING r3- SCALE: 1/2" = 1' -0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT PROVIDE 25" LAP SPLICE @ F.C. REBAR OSB (DRAFTSTOPPING) TO BE NAILED W/8d TOP -CHORD BEARING COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSSES @ FLOOR TRUSS FOR AN 24" O.C. AREA S 1000 SQ. FT. OF FLOOR AREA & SEALED 2) 2x8 SYP #2 P.T. PENETRATION AREA W/ LEDGER ATTACHED TO FOAM. DRAFTSTOPPING MASONRY w/ (2) ROWS SHALL DIVIDE THE 5/8" SIMPSON TITEN HD, CONCEALED SPACE INTO MIN. 5" EMBEDMENT @ APPROX. EQUAL AREAS, 24" O.C. STAGGERED @ 12" O.C. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 CONT. P IN EACH COURSE. ` i FLOOR CONNECTION @ EXTERIOR z WALL 53 SCALE: 3/4" = V-0" 2'-0" MIN. 10, LAP SPLICE 6" 6" 1'-0" 6" 6" 10 TYP. 0 0 1 0 0 0 I SPLICE O I O o 0 2'_0" SPLICE BEYOND PART. ELEV. VIEW 11P'n(I o DBL. KO. BLOCK MIN. to MIN. TYP. El El F 24" MIN. (2) 2x8 P.T. ATTACHED TYP. o- 2'-0" co (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. LEDGER LAP SPLICE TOGETHER W/ PART. PLAN VIEW (2) Rows of 1oa @ 6° O.C. LEDGtk SPLICE DETAIL 54 SCALE: 34' = V-0" PROVIDE 30" LAP SPLICE @ F.C. REBAR. } ROWS OF 10d NAILS @ 4" O.G. FLOOR TRUSSES @ 24" O.C. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2) 5/8" DIA. TITEN HD MIN. 5" EMBEDMENT PER 54/D1 SPACING SIMPSON HGAM10 @ 4'-0"O.C.T&B FLOOR ATTACHMENT 50 SCALE: 3/4" = V-0" WOOD TRUSS OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. FOR INSTALLATION.—--,, PRE-ENGINEERED ROOF —� TRUSSES AT 24" O.C. MAX (2) LAYERS 1"x24" PROPRIETARY TYPE "X" GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2" FLOOR RUNNER W/ 3/16" DIA. x 1 3/4" TITEN2 @ 16" O.C. FIRE CAULK RUNNER TO BLOCK WALL EACH SIDE NOTES: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA FILE ASW 1002. 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD MASONRY SEE PLAN DETAIL - ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"=V-0" M\ I -)A Tn C:KiA ILS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" D.C. T&B TRUSS (6) .162" x 3 1/2" NAILS TRUSS TO LEDGER & (4) .148" x 1 1/2" LEDGER DETAIL SCALE: 3/4" = V-0" NO MINIMUM AIR SPACE W/ BATTEN STRIPS 1" DENSGLASS ULTRA SHAFT LINER 2x4 BLOCKING @ 48" O.C. MAX. W/ 30 LB FELT (SHINGLES) (2) 16d TOE NAILS @ EACH END IRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE RUNNER TO SHEATHING OF WALL I i�eE£, CEILING BOARD GIVER PARtYlOtIft- ABOVE AT EACH SIDE Co STD 909 HOOK 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR UL-U905 (see sh# 9) LOCATIONS) 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. w/ 4" EMBEDMENT & 6" EACH SIDE OF SPLICE AND EACH END SEE 54/D1 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON AT 6" O.C. EDGES AND 12" O.C. FIELD 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ 8d COMMON AT 6" O.C. TO ONE SIDE OF TOP CH FLOOR TRUSS FOR AN AREA < 1000 S.F. 00 eTE AND SEALED PENETRATION AREAS W/ FOAM, DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP.-/ (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE MIN. 2x4 #2 SPF P.T. CONT. W/ (2) 1'x3" TITEN2 SCREWS @ 16 O.C. ROOF S©STEM SHEAR TRANSFER EXTERIOR. WALL 52 SCALE: 3/4" = V-0' PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING 12 BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK SEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING.-� 2x4 LEDGER @ 48" Q.C. MAX VERTICALLY NAILED SEE ROOF PLAN FOR STRAP INFO. TO TRUSS WEBS W/ (2) 8d (TYP.) BASE BOARD PER SPECS. f o o I EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3" TITEN2 o o I 2x4 LEDGER ONLY AT EACH SIDE OF STEEL "H" STUD. (2) SIMPSON SDWC15600 (1) LAYER 1/2" HIGH STRENGTH SCREWS @ EACH TRUSS TO OR 5/8" GYP. WB. W/ 1 3/8" LEDGER DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. EDGES, SIMPSON RBC @ 36" O.C. W/(6)10d X 1 1/2" NAILS 3/4" FLOOR INTO TRUSS BOTTOM CHORD/SCAB & (3) 1/4" X 2-3/4" SHEATHING TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIPS INSTALLATION (TYP. ON BOTH FACES OF WALL) 1x P.T. NAILER INSTALLED AFTER INSTALLING RBC'S 1/2" GYP. WB OR 3/8" 8"x8"x16" CONC. KNOCKOUT PLYWOOD/ BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB FILLED W/GROUT (DRAFTSTOPPING) 4"x4" INSPECTION PORT AT OBE NAILED W/8d EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO U 1x P.T. BASE NAILER ONE SIDE OF THE a STD. 900 HOOK FLOOR TRUSS FOR AN a (SEE DETAIL) AREA 5 1000 SQ. FT. OF g NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA &SEALED 4 10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE (2) SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO EACH TRUSS TO LEDGER &PPROX EQUAL AREAS RG. T ORD BR . M F LOX ST DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT 1" P.T. NAILER R-3 MIN. INSUL, PER. FBC. 1/2" GYP. WB. (1) #5 VERT. IN FILL CELLS (SEE TYP. "S"MORTAR (TYP. FOUNDATION PLAN FOR LOCATIONS) 0 8" CONC. BLOCK (TYP.) PER UL905 Z J �a 1x P.T. BASE NAILER N CL 6x6 W1.4xW1.4 WWF. --� <_4"x4" INSPFC:TIC)N PnRT- AT SCALE: 3/4"=V-0" PRE -ENGINEERED -- FLOOR TRUSS' AT 24" O.C. GYP. BOARD CLG. SEE 5301 FOR LEDGER CONNECTIONS 1/2" GYP. BD. (2)-1 X 4 P.T. BASE ---- NAILER BASE BOARD PER SPECS. —� CONC. SLAB SEE FOUND. PLAN 6 MIL VISQUEEN —� \0, SEE PLAN TOP OF PLATE —TOP COURSE W/ ,,---- LINTEL SEE PLAN SEE PLAN TOP OF WINDOW WINDOW PER PLAN 8" C.M.U. WALL 10'-8" DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. 8" C.M.U. WALL a.ra c.o ;P. LU v a� ca C.J, 4. =�� @�C14� _ . E cl- /t j1 \\i�\tliit,l111111 ZZ N `?`0- NS E •••. •'• ro • j 4_Ili ..s UA A ®: Cj / �¢ Y i '•. r I. ® ••........• ., z O F E 8 5%0� \� ���\N� /Illlllllllll To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E ggmsk 0 d8 O N O e' �) n �> Cc N N Co U) `� LO 0 CD a; � LL 4 C J W W o Ju_u- z ro n. w-t I.- 4o .r.15w, N (� W W�6 °' m Ti LL N M z < Z OU 0 LU❑❑ z � o O O z m z o - N M �v'l T l'L u, V O+^ LU o v l �y N (0 � co (0�­ in v _ 8 15 r— = E aI r x t� o 0 ® ® Q N 0 z M M N4 O G U_ c EEq o° >� �e (� z ❑a &4 S� N L w 0 ¢ w W C/) c o z� oY .m m o z as eW T 3 oa go Q ¢ a0 a �w Cj �k O ¢a �o O 01w .11 aF U ?� .Q CD a; N � c>3 co C'- ~ N O L o c? r E U �, 00 CIO tQ 0 � � o � M CN m +.+ Q N N LO Cfl Q 00 00 d LO r— M00o z r E Q r m U � Q O JOB NO: 22-11687-11682 SCALE : AS NOTED SHEET NO. D1 v I- E a E rn 0 0 00 0 oNo n co 00 E CZ C;. E Q C> 0 0 I DO O N 00 cc� t\ coo CV NA E a E a N 0 i a E rn E 0 S a c J i 0 U 0 0 1_�11 t: U N 'o :r 0 U J v N Q C7 0 0 a CV O mot•• a m a 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 a 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW 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 T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE ' V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 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 SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW r L1'1Jrl I I V V NAILING FLANGE SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as �# in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary WEATHER ✓E BARRIER & IARILY SECURE 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 JOK UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING r L/'lJfl11 V V 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN V-4" PER PLAN SHOWER SEAT WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER DOOR ROUGH OPENING - 3/4"A"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST 8 2 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. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. 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 No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 7 - inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier 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 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over 1 wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade QD paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING M CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RIRUBBERIZED INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF- ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW (SEE DETAIL WP01) 7 ✓h. membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 0 0 :LF-ADHERED FLASHING ' ITCH HERED FLASHING 1 2 4 5 �1ss. Z `t I_ a_ r t d PLASTER STOP U) �- - - - - - - - U) CONTINUOUS BACKER Lu ROD & SEALANT U W D: c Lu o A (n d E SELF -ADHERED FLASHING INSIDE CORNER Ground FOUNDATION WEEP SCREED �- STRIP OF SAF DRAINAGE PLANE WRB iBOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL 1 SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE i THIS GAP IS A RESULT OF NATURAL SHRINKAGE, DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE ADHESPVEASSHAPER TOo NosE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 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 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional 1.3 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400.. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. W t r Re 'stant B rrier 7.7.At built-in autters. a e SI a Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - - - - - - BOND BREAK WEATHER RESISTANT BARRIER SELFFURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS [� Cement Plaster in accordance with ASTMC926 over wood 2nd floor STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 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" t0 2" Above Roof Sheathing 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all N: ; Note: ----- The building paper and metal lath must be Cement installed over the top of the weep screed. ----------_ Plaster ACKER ROD over block 1 st floor FINISH WEEP SCREED DETAIL SCALE: NOT TO SCALE LU w Zug ;yam .• fV CJ n.. .� CV � C7 KlU c c E 't m 0 v CV CV CD CV To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o E v 0 SO_O� 6?N �' I- (� N M V 4 0 Z -v a L (0 � O re ii (V (p O yW IL4 LW m m W cc Ci u M Z C J 0 a Z N ov U o 0❑ N M 0 0 0 Z � 4 _ U) M V O rD w U LnLU Ln o �y N c, LU J a- E I N z Q `00 owlW M M ¢ zo Z U_ c6 E z� w no <% �o z Iv _ ° U� m N �0 00 O G a Woo w 0 , �m <W Z22 no gas Q oa LL NZ on 0o FF ao 0 - O ui N ca 0 co � T = ~ o IMf) 0 ,-- ._. E U)M 06 Co o m L E co ' LC) M N C +�+ O I N N (0 C� Q 00 LO U-) cfl M 00 O co o Z O rn r c6 n U 0 a E JOB NO: 22-11687-11682 SCALE : AS NOTED SHEET NO. W P Mounting Brackets �10 11 +1tf.2'x 3J2ax2-1;t" Back cralss,5part (Mayba tut to Wp i r 3i aracket (16 Gauge) Self -Drilling Screw$ tttrfrt Edge 3 (`i`ypicilil:3 in front) washers Front Crio is Support Sall t kiilghlttts; (May'becuttoW) Left Bracket (16 Gauge) 014Selr-0016 Sc9`evirsThru Brackets' 6216 Cross Support Ill A/C i.lnk Sotom Side (1•ypil l: 3 each side for hurricane use) i N MORMAIION 5j oculia a-lallatenn inawLidiraxa i ' ruetAi }kacec Lrrr raw M If(e. lwvailci tdpan shallow Ronda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pe$e la l afezg2 Ss94 MENE frallthrorr 2" cars Date Nudgrb kill Tips Vetaton Manufacturer Contact Eniifneer&Lkense Vali Ba Vandtil. 4"IW Pic Approval Apirovea al Afflimetbn 2020 Smart Vent Product., Inc, Michael Graham Hermes F. Nand P.Lxke Boathm P.E. 12MW= j2/i82020 1MM020. Approved Category: Structural Components j1577) 441-8388 PE-73778 (334) 300-180D $"Wegbryl Products Introducedass Resultof lilfo0simanventecm Nea!Technolggy. Compliance Method: Evafuniim Report from s Florida Registered ArchNeotora Licensed Florida Professional Engineer ft�72:R876`odpt3a> _ _ _.: - - Dual Am raises Aueroyedfor Use Approved for use impact Design Ben#- Product Model. Manaarw Name ProductDe-lumnr....i.,n:EYMffiIrn Date In HVHl Duhdde NYHZ Resistant p,1g�Jyg 1 Smartvent Mode:#1540. Dual FuWes Flood, nd Ventration Vent 1213t2023 Yes Yes NIA +100/-1oo 2 Smativc t Model #45406511 Net Function Flood and W.H tion Vent 12Y,t112023 Yes. Yes NIA' +100l:100. 3 Smar(Vent dal 1 590-.524insulated" Mc #1 Flood Vein 12r5112023 Yes Y es )�. N A +i OD! 11)D:. 4 Smertv ntModel#1540r521' Iris.( led Flgg3 Veni 1215712023 Yes Yes NIA ♦louI00 5 5mad: font Model #154pBa4 j6$qu4; Garage DaorfUcd Vent 1Y3112023 Yes Yas NAA WA E SmeilVent Mader#1540570 Wb.d Well In eastod Flood Vent. 12M1120'2`, Yes Yes NIA +10Db100 T Smanstent Model #1540-574 145&pool. G81290 Door Flood Vent 'Win= Yes Yes NIA WA Florida Department of Business & Professional Regulation Pagafw9 Building Codes and Standards in4rA21 Product Approval Application Detail I on Spode Erdtty or 218 090 Dots F%rdl- Date 7V.. vel Manuradurer Cooled Famarser&Ucerise Validated BY VaIldated Submitted FBCA-M" ..Sheol Revision 2020 Drexel Metals. IN. Jason Shumate ZachWY Rt. Pratt Loam B.W"P.E.. CBMWM20 :6810912020 QW(2020. 1011.32020 Approved Category: Roofing 150213031511 PE•74021 (334)300-1800 $ubCategory: Metal. Roofing: hhurrrete�llrsxmet.wm Conipl[ence Method: Baluatian Report from a Flodda RegisteredPr011ecl ors Licensed Floods Professions! Engineer PL3rlifi78.R�`Rrodircrsl:,' - ..... QualaYAssuranca Atorpyedtbr Use AteigWd for Use InlgeCt Desidll $aa# product Model. Norther or Name ProduetDesorption collhad.Ex[xrarial Date Irk HVHZ CutsWelPli¢ -Regetent prig 1 Drexel Metal Rooting Systems E"r- 100146% DMC 150as; END I 5, DMC.2003, IW312025 Yea No -N(A 10F180 DME5V Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail page 2,04 1/25r2D22 fil E"titvor 08" Datepentlina aft _Tim Vsrslal Manufacturer Contact Engineer. Lldense Validated BV i7Sllatad Slhied. FBC Approval Approved Status, Revision 2020 ThWma-Tru Corporation Steve Jaspetaon Lyndon F. Schmidt, P.E. Ryan J. King; P.E 0411 ar2021 12012020 04/222021 061082021 Approved Gat"".'. Exterior Do- (800) :343-7626 PE-43409- (8'13j 767.65S5 SgbCategory: Sevin Exterior Door Assombilos sjaspersori{a *ssmnat-cc Compliance Method: Evaluation Report from a m Florida Registered Architect ora Licensed Florida Professional Engineer ou ig itvA s suranca: Abproared for Use Approved for Use. Impact Daslan fordductMadal. Number or Name•; Product Deserlebtiioon. .Contract 6tpiratlem. Date A HVHZ Chu rude HVHZ esatew Pressure I a. Therma.Tru Fiber -Classic and Smooth -Star :Nominal 6&#3g,8 uot;lmac ubh0 ue p Opaque 12131t2022 No Yes Yes NIA Compos:Edge F bergl-Single Door (InsvA dgltautswing X mntlguiatlon) 2 $. Themla-Tin Fiber Classic Anti Smooth -Star Nominal WASR,8 &quotirnpact&quiot Opaque 12f312022: No Yes Yes NIA Composte. Edge Fiberglass Si gle, Door with Sidd.el Onswinp/Ouz;Wngl XO, OXorCXO conrgurabons) 3 c. Therma-Tru Fiber-asesio and$moWh-Suer Nominal 6AN39;88quctilmpaot&quot CSpaque A219'112022 No Yee Yes WA Composite Edge Fl berglass Double Door Wth or YiithoutSidelkes (Insningleutswing; XX or OXXO configurations) 4 d:Therma•Tru Fiber-Classlcand Smooth -Star Nominal 8&#3,9;0&quoynnpaot&quct Opaque 12131,101= No Yes vas WA Oomporelts Edge Rbsrgiass Single Door (inswinputswing X conflgurallon) $ a Tnerma•Tru Finer -Classic and 5mooth•:Xsr Namhtal 8&#39,0 &quatlirrSaCi&quot Opaque 120112022 NO Yes Yes WA 'Composite Edge Flberglass'Sl gle Door with 8idelile a 'I I a :: XO OX w OXO [ } 0 rm Dulpn its. opnfguragdnc) 0 f. Tharma-Tru Floor -Classic andSmooth-StairNominal 80301,0 &quotimpact&quoC, Opaque i2/31t2022 NO Yea Yea NIA Composts Edge Fhisi lase Double Door Wtn or ivnhput Sldelnes IlnswirmyouftYmng; XXor OXXO configumbonc) 7 g. Therma-Tru Fiber -Classic and SmaMh-Star Nominal 86#391,8 &quottmpaa1&quot Gfazed l21`31=22 NO Yes yes WA i omposite Edge Fi bergfass Single Door Insvn utswin . X configuration) 8&#8s;8 B h. Thermo-Tru Fiber-Cmsslc and Smooth -Star NOM412 &quot Ipaet&gra .Glazed 112MV2023 No -Yes Yes WA Cog ositeE eFiber lass Single or with. xdalte(s) 0nSwin4/OutsWn9;: XO, OXorOXO wnfgurations)' 9 -i. Therma-Tru. Fibar-Classic and Smooth -Star Nominal Sli M,,8 &quat;Impact&qubt Glazed 1261l2022 No Yes yas WA Composite Edge Fiberglass Double Door with or v4dlout Sidelites ( nvMng1du(swin9. XXor OXXO obprigurations) 10 J. Therma-Tru Finer-Ciass!c and--.Snroath-Star J Nom(na18&#36;0 up 1 c uoc Glaze &q t Whoa t&q d i 112022 2r3 hW Yes Y es NIA Composite Edge Fberglass Single Door inawinglcutswingi X configuration) 11 k: Therma Try Fiber-Classleand Smooth -Star. Nomingl 8&039;04ucurrj46%'quot; Glazed 12r3172022 No Yes Yes NIA CompIMto`Ellis Fiberglass Single Door with Sidelte(s) (Insyiing/Outsvnng;XO, OXor OXO configurations) 12 I. Tharma-Tru Fiber -Classic and Smooth -Star Nominal 8&#30.0 &quot;I mit.&&quot Glared 12131= No Yes Yea NIA Composite Edge Fiberglass Double Door with or rilthout Sitlelitas(Iripmrg/O swing; XX or OXXO wnfgulafions) 13 m Thorma.-Tru Fiber-Classicard Smooth -Star Nominal 6&H3 6 &.quotlmpact&quot Glazed Molded i213ti12022 No Yes Yes WA Open Composite Edge Rberglaes SingleDoor (IwM g/Gutsnvngi Xconfiguraaon) 14 n. Tharma-Tru Fiber -Classic and Smol Nomingl5"& 9;8 &quotlmpict&quot Glazed Molded 12t31C2022 No: Yea Yes N/A Open Composite Edge Fiberglass Single oobr 1Mth Glazed Molded Open S(delite(a) (InsyAn'C";aing;,, 3(O, t7X 1r 0 'sonfigumbona} rMX,0, 15 o Thermo-Tru Finer.Classic and Smooth -Star Nomingl 8 &quot;tmpect&quet, Glazad Molded 12131/2022 No Yes Yes N/A Open Compoelle Edge Fiberglass Double,13oor with pr "knout Gazed Melded Open SMelites (InsY6rglOutswingi XX or OXXO carifiguratibns}: 16 p.Thermo-7ru Fiber -Classic and S'mcolh-Sar -Nominal8&#3g;88siuoklmpact&quoh Opaque 1213112=2 No Yes Yes WA Composite Edge Fbarglaser Single Door with Molded Open Sidelite(s) 0ms*ng10utswing. XO, OX or OXO configurations) 17 q. Therm-7ri Fiber -Classic and-Smocth.Star Nominal8&#39;8 &quotlmpact&quot Opaque 1213112022 No Yes Yes NIA Seek woduet Modal Num , Name kroduct Dascrlotino a 9GOS670 ttge.Missge-Impact) VH}i Siding al." Doan [IINAssurahl Approved for Use Approved for Use impact. Deslon or Exorrarion.0ata In HVHZ Dutsldu HVHZ Rosisfarrt E'.LSB&Ur4 04H',2021 Yes Yes Yes NIA Cate gorylSub tegory Manufacturer Product Description approval Number(s) Test Pressures Exp. Date 1e EXTERIOR DOORS A. SWINGING TheffnaTru Fiber-+ iassic and Smooth -Star (NON -IMPACT) T) FL20461.1 + 7.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) F L 04 8 +67. 01- 17.0 psf 1 / 11 02 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL 0470 +80.01-80.0 psf 1 1311 ti 2 B. SLIMING MI Windows and Doors Series 420 FL15332,1 - FL15332,5 +40.01-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205403 +38,71-38.7 psi 4/14/ 026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/810018200 #1105 8 ) FL8248n3 +31,0/-35,0 psf 12/3112023 Wayne -Dalton Series 8000/8100/ 200 #112 1 X7) FL8248.10 + .+01-33. 12/ 11 023 Wayne -Dalton Series 8 018100i8200 #1124 (1�i FL3248,11 34,4138,3 psf 1213112023 D. FETAL LOUVEREDIERELOUVEREDDF�S Curries L�i�sion of AADC, Inc 607,7Q�,7271747,and- 847 Single Pairs of Doors FL11537. 1 NIA (see inst slht � 12131/2025 2. WINDOWS A. SINGLE HUNG MIWindows and Doors Series 185 FL17499,2 + .01- 0,0 psi 10/812023 PGT Series 5500 F L239,2 NIA 7/3012025 Pella Corporation Series 10120 FL11205 +35,01-35,0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.01.60,0 psi' 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55,01-55,0 psi; 211 f2024 Pella Corporation Series 10120 FL11161 +30,01-30.0 psi 3127/2 23 Pella Corporation Series 10 Sliding Window FL12811 NIA 5125(2 31 C. 1 F � M 11W�lindo and Doors Series 1 F L15349.1 - +60, 01-�60.0 t' pe 31 23, 41 2+� PGT Series 5520 FL243,5 NIA 4/3012025 Pelia Corporation Series 10120 FL94 50,0150,0 psi 711512024 Pella oration Corp 10 Series Flange Fixed 'g FL 6280 NIA 5/25/ 031 D. MULLiON MI Windows and Doors Series 5784 F 5353. 2 L1 irtl,flA 12/31 /2024 PGT Series 5500 FL2 1.1 N/A 5/261 026 E. OTHER 3. PANEL WALL A. SIDING Darn es Hardie Building -Prod. , _ i . Cemplank Lap Siding and HardiePlank Lap S ding FL131 2.1 - FL 1 3192,2 NtA 12131/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FLl5272.1 - FL15272.2 -75.01-75,0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL1+6544 R5 +54,21-54,2 psf 713023 G, OTHER. 4e ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/1612022 B. UNDERLAYMENTS Tamko (for Shingle Rood 151b Felt Underlayment FL123 8 NIA 5129/2023 Plyglass, LIRA, Inc. (for Tile Rood POLYSTICK TU MAX FL5259 NIA 12/23/2023 Ca ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp, Off Ridge Vents FL18918+1 - FL18918,4 NIA 91912026 Florida Metal Products, Inc Vent RV10 FL2158 0,3 N/A 12/31 /2024, ,. L a cIncDA-4 om n o11 Era ust Vent h 1: FL 7202 1 + ,:. -psi. 97, 51 97 5 t' 1211012025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 Nl 12/31/2025 Borah Tile Saxony 900 F L7849,16 - FL7849.20 NIA 12/31 /2025 F. METAL ROOF Drexel Metals, Inc, DMC 100N , DMC 1 OS, DMC 175S, DMC 200S1 DMC 5V FL17679.1 +01-180 1213112025 5e SHUTTERS A STORM PANELS o Protection Products Global Pro act n.Produ t al ni Seel St Panels G zed. t �mn e 7�6, - L1507 FL150 1 F 8,2 NIA 1 13 12022 2 1 All American Shutters 8t Glass Galvanized Steel Storm Panels FI-17889u1 NIA 1213112022 6. STRUCTURAL COMPONENT A. WOODCONNECTORS% ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES 111N Building Components s .Alpine Truss Plates. F L1999,1 - FL1999, 4 N/A 12131 /2024 MiTek Industries, Inc, Truss Plate. F L2197,1 - FL2197,5 NIA 12/31 /2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVLP PSLt LSL FL8527.1 - FL6527,5 NIA 3/31/2023 D„ MATERIAL Cast -Crete Corp, High Strength Concrete Lintels NOA 20-W30,15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels F L1774 NIA 5/2512024 990 Type Vatsion Revision 2020 Sao 9 Product Model, Numberar Name. 1 a. Thwma-Tru Fiber -Classic and Strlooth-Star 2 b: Therms Tru Fiber-Classiq:and Smooth -star $ c. Tnerma•Tru riber-Clamp and Smooth -Star 4 d: Thermal-Tru FiberClassle and Srirooth-Star 5 e: Tharma-Trw Frber Cfa..nand Smooth -Star 6 t. Therms-Tru Ffner•Classlc and Smooth•Star 7 g:'Ttianna Tru Filer-Claaslc:and.&[ieott+ Star & h. Therma-Tru Fiber -Classic and-Smooth-5ter 9 1, Thermo Tru F 1per-Classic and: Smooth -Star 10 1: Therma Tru Flber-Cla9slc mod;Smaoth,Star 11 WThm'ma Tru:Fibeir-Classic and SrrwothStar 12 I. Themma Tru Fiber -Classic and Smooth -Star 19 no, Tlierma TruFiper-Classic and smooth -fit 14 n. Tharma-Tru RbarZ asmicand Smooth -Star 15 o: Tllerma--Tru Fiber-Clossic:'and Smoot"tar 15 p. Therms-Tru Fiber -Clash and Smonin•Stsr 17 q: The ne-Tin Fiber -Classic and SmcothSlor 18 r. Themla-Ttv Fiber -Classic and Smooth�Star 19 S. Therm-Tru Fiber-Clasflc and .Smooth-star- 20 t, Therms Tru Fitter -Classic and Smooth -Star' 21 u. Therma-Tit Fber-Classio andSmooth-Star 22 Thenra Tru Fibs,-CcandS otl� -r Y. 1. 8 Ia ear nW . 23 w Thermo TrG Mer4losslc and Smooth Star 24 x.Therma-Trig Fitter -Classic and.Smooth-Star 25 y- Ttiemia-7ru Fiber-Classicand Snactp,Shar 26 2. Tl enna Tru Fiber-Claselo end Smooth-5tar' 27 zd. Therma-Tru Fiter-Cloasic and loth -Scot- 28 zb. Therms-Tru Fiber -Classic and Smooth -Star Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of 3 1/25R822 Entity or W ,Data Date Pendina j)& Coll Engineer &License. Validated .Bv Validated submitted.. FSC Approval Approved SfaWs Steve Jasperson Lyndon F. Schmidt RE, RyanJ King, P:E 0723l2020 07l12r= 07/2W2020 10f1312020 Approved (800)9437628 PE-43409 (813)767-6555 s)asparsop@thermatru.eo m - Product Desch adon Buatl Assurdnee AoprOWellbr Use Aoorevedfor Contract Ezpiratlon Data In HVHZ Use Outside HVHZ Impact Reslatmt. Distill Pressure Nominal 8& *,8&quot;lmpact&quo; Opaque 1ZGI/2.022 Yes Yes Yes WA Composite Edge Fiberglass Single Door (Im%Wrrg/Ouf*, r,g; Xconfigurabon) Nominal8&#39:$ &quot Impact&quot Opaque 1213112022 Yes Yea YIN NfA Composite Edge Fiberglass Single Door with Sldeltill OftsMnglOul X0, OXor OXO: donfl ratrons'r Nominal ,69quotlrnpact&quo1Opaque t213112w Yes 'Yes Yea N(A 'Composite Edge Fiberglass Double D'oorwith or Without (InwArtvoutmming; XX a,OXXO cOnfigutations) Nominal 8&#39, 08qu01;11TIp24tt&quo; Opaque Composite Edge Fiberglass Single- Door 12Y317Z022: Yes Yes Yes NIA Ongntrgt0ufavniip- X wnfigulation) Nominal8&#9g;0 Squaklmpact&quob Opaque Composite Edge Fiberglass Singgle Door with 17I31f2D22 Yes. Yes., Yea WA sdolta(s) (InswinglOut-Wilix X0, OX or OXO configurations} Nomin2l8&ii390&quotlmpact&quota, Opaque Composlte�Edge Fiberglass Double DW, Wth or, 1213112022 Yes, Yes Yes NfA WthoutSkafnes(InsvxinglOutswing;XXar;0 C configurations) Namin2l6&#3R;8 &quotimpect&quo# Glazed Compogta.ECga Fibergla" Single Door 1213tf2022. Yes; Yea,- yo'i . NIA Qnsnittgf6utsrnng- Xcorrfguralim) Naminal8&#38 8 Squodripac!&quA Glazed Composite Edge Fiberglass Single Door vdth OXO 12/31=22 Yes Yes Yes WA Sdelte(s) (InsewnDfoutawng; XO, OX or configurations) Ngmina18&0:8 &quot Impaa&quot, Glazed hpompoaita Edge FIbe181aea Double Door Will or 12131l2022 Yes 'Yes yes NfA configurations)a(Inslvingltlutswing XX or QAXO contigurattons}; Nominal 8&#99;0&quct,lmpaot&quct, Glazed Composite Edge Fibeisass.3 n5le Door 12131f2022'. Yea: Yes. Yes: NIA Nlnssv+ Oufaw - X chili breLon omin la 8&YX $quottmpact&quot.Glazed Campcsirtal a Fiberglass Single D0QFVAti 12j3172022. Yes. 'Yes; Yes NfA Sidelte(s) Or"riglOutswing; XO, OX or OXO configurations) Nominal S&438; O$quotlmpact&quab Glazed Composite Edge Fiberglass Double Door with or 12131i2022 Yes- Yes Yes NIA ydUtoutSideiitae (Inewing/OWawing, XX a, =0 configurations) Nominal 6&#39'8 &gUotlMpaetB.quol, Opaque Compealls Edge Flbais - Single Do111.11, RquotNofr-irrVaot&quot 12131l2022 Yes Yes, Yea NIA Sldelita(s) ((nswinglOuts3!nng' XOoonfgueons) ,OAorOXOati Nominal6&shrA ;88' uot;lmpact&quoit Opaque Composite Edge Fiberglass Double Doc vridl 12131f.M Yea Yea Yea WA SquotNon-Irrpact&quot; Sidelites (InswrgtOutswing: =0 wnfiguraw I Nominal88#Ki .0&quotlmpact&quot Opaque CrimposNe Edge Fiberglass single Doprw ith 1W3112022 Yes Yes Yes WA $quori;hbn-Irnpacl&quot, Sidelite(s) Onsw4rptOutswing; XO OXcr OXOconfigurations) Nominal8&#39;D 8quotlmpect&goat Opaque - °Compasita'Eilge Flbergl.aa Doubly Ober wiAtli 12131R022 Yes' Yes -Yes WA SquoF;Non;lmpact&quoh5ldaliFes (Inswing/OutaW OXXO configuration) Nominal 8&#39i88.quoF,Nan-ImpacF&gUot; .Opaque. Compds%a Edge Fiberglass Single Door ng; 12/31Pd0'12 `Yes Yes No WA (ins isg/Oulswing- X configuration) Nominal 8&#368 SquotNon-Impact&gl. Opaque Composite Edge Fiberglass Single Door With OXO 1213t12022 'Yea Yes. No WA S7derde(sj ens-Ang/OutaW ng; XO, OX a configuratro e.) Nominal S&il8quotNon4mpact&quot Opaque Composite Edge Fiberglass Double Dopy vtth or 12012022 Yes -Yea No WA 'M'cr t Sldaliis hsnBng/0utswlhg; XX or'OXXb Aorm uraterrs) Nommal 8&08 ,,D &quotaNan-Import&quot Opaque: '.Composite:Edge Fiberglass Single Door 12131l2022 'Yes 'Yes No NlA (InawirgfOutsrvi g; X wnfiguration) Nominal=';D ill, Non-Impac*uot'Opaque- Composite,Edge Fiberglass Single Door with 12)31f2022- Yes Yes No NIA Sidenrfs) (Irrswing)Outawing; XO, OXm O%O confiaufalionsl Nominal 8&i�49:0& ua Noh-1 cE& Ug1�O g k rnPa r_Pagpe q Cum Ed 1 s Fiberglass Double (loot wAlh or 9e 12f31P2022 Y as Yes No WA without Sidetitl=s (InswinglOrrWwting; XXdr Oi(X0: co fig bons.) Nominalf)&#368&quotlNonlmpau9&quotl{iiaz:ed Composite Edge Piberglass Single Door 12I3112022 Yee :Yes, No NIA: 'InswirglOutsvaing; X wnfiigurabon) Nominal9&# 9'8&quoklJon-lrlgact&quot Glazed CompoalteEdga RbergiasaSi gle Door wi[h 1213112022 Yes Yes No WA 'adeike(a) 0 nswing/OutsW ngi; XO, OX or OXO .confgurations) Nominal 6&#3988,gUONon-lnnped8quot Glazed Composite Edge r-lbesiaae Double Door with or 12r3172D22 Yea.. Yes No WA Wthout Siidelites (Inswing/Outswing, XX ow OXXO conf11s.Ians) jVom1nal8&#39,0 &qupt,Non-lrnpad&qudf; Gfazetl Composite Edge Fiberglass Single Door 12Y311202Z Yes. No iUla (lnsWnglOutsw'ug; X caniigulation) NommalS 908ilo' Non-Impact&qu.1 -six ad Composite Edge Flbeigloss`Skgle boorwith 12/8112022 Yas. 'Yes. No NIA Sidellte(s} (InavilglOutswi ng; XO, OX or OXO. configuildions) Nominal 88#,38.0&auo0on-Impaci&quot-Glazed 1213112M Yes Yes No N/A Florida ll ntment of Busyness & Professional Regulation PageI or2 Balking Codes and Standards trdmi Product Approval Application Detail a9ft amityT.uaOr&tic6 Elate .Data Rending »d ykslon learnrracturs, contact En nso Vagdatad �FeC Validated Submitted AovrbVal Status feudal 2020 Ml i indaveeml Doors Brtm aninod Luis Roberto Lomas Steven M.Urich, PE TOME 2020 1p4lfir2p20 10119V2020 - 12/15r2020 -- AlpplOved cit."T Exterior 0=9 i717i 38m-330a PE-Ml4 (717)31r-M4 sabodermry: Sidn$Ederlor Door Assemblies bsldinger@mh.Ya.com Canpill Method. Evaluation Report tonal Flodda RagsterauArchltect ore Used Florida P.roresstonm EngMeer Ouallty Assuranc4:' ,,ggprovedfortise Approved for use impact G .r-pgglgl),. Sea ,fe _.., r'rdductMM]el Number or NafilO " contract HxatrsHon Date. PYaduet Desdrlotloll iir HVH£ oulslde HVHZ i[ r{gsJ.etBt._pressure' 1- SERIE5420ALUMINUM SGO SERIES 420AWMINUMSGD OXO IMV2024 No, Yes No NIA 145-3144.qu0!;x80&quot; NON -REINFORCED 2 SERIES 420ALUMINUM SGD SERIES 42CALIJMINUM SGD OXXO-XX 1213112024 No Yes No WA W&qudpta03quot NON-REINFORCFD 3 :.SERIES 420ALUMINUM SM REINFORCED SERIES 420ALUMINUMSGO REINFORCED DXO 121311202:1 No Yaw No WA 14S3A&quc1p,1,64l' 4 SERIES 426ALUMINUM$00 REINFORCED: SERVES 420ALUMINUM SOD REINFORCED: OX IM112024' No Yes No NIA XO XX98&'quo1.11 &{juot; 5 SERIES d20ALUMINUM SGO REINFORCED ERIE3 20 LU INU S G D E N O CED XXX 12rb1rz 4 S 4 M M O R I F R p2. No 'Yes Nb, NIA FWd D B l Professional Regulation a Department of us nosy & rgaga Building Codes and Standards Product Approval Application Detail 1 a2 192021 QM Entity or ,pa)p �Q,¢ Out, Pant l- Oka jV- Varl Manufacal :cooled ValMiped BySubmitted FSC�praval ro Sous Revision 2D20 Mia}na-10aaM( a deisioi ofOvtr-d Door D.."s K-ish John E. So's JeffreyP Amason, P.E.. 1W1212D20 09290120 IWM020 12firW420 Approved :Cprporatkin - (3305763-8121 'PE51737 (904)821-520Q Category- Exterior Doors dkormahay yne-daftxol SubCatagoly! Secbdnal FXtador Dooi-Assem4if-s om Compilanea MemPd! EVPIUdtlm Report Roma Fl(li48 Registered Archnect or a L(osnsed Notice ProtassWnal Engineer OualIN Assvma A=-d fpr Use A-,.-d for the Impact DW- AMA Product Model. INanbar or Iftice Product Description Contract parattbn can, hl MYftz. Oideldo MY Z It"Istant Pressure 3 800xY81DWSY0(7A11o5. 9&09: Mexeikti 14&#39; Max hall: GI..I.g 122172423 to Yes Yes +31:OOb35.00 available In topor inlamweatos ion ip 800p15100/5200#1123 16W% MaxsrM. 14MO. Max h0gtlt. Glazing.. 1231=23- No Yes Yes +30,00"3,50 available: in top orinteanedieto sootlan 11 80001810018200.41124 iSa#84: Max vA*h 14W& Max height. Waing. 12OW023. No Yes Yes +34.401-39.30 avalleWe in top or Intermediate section, Florida Department of Business & Professional Regulation Building Codes arid, Standards Product Approval Application Detail 171 11 W 2 t r5rzggl Code Btu or Date Dale Mato Nndna bete Tvoe. Version ManuINWer oser Contact E-l&Licerrse. Validated By Validated Suhmitt,d FSC Ampayan. Agora-d �Status- ReWsion 2020 it Winiftsvmand: Doors Srent eMiingar, American Ardtltectural. Srevell M. ll PE 11/1712/)70 1111712820 111271,2020. Approtod Calegbry.,6Mndowa iT17)365-3300 MdnureoiurerS A,50detlon I7171317.204, B 66agdol: sngle Hanq . bslfiingr'�i emlrrd.cofn Compllanca Mehod: CedlloallonMirk or U log Quality Assurance AtIM dfdrtisa ADormred for Use lm,,& DeA- �1.44r� ProdUM Model. Numbarpr.Naim product Description contract Ewration Dale In ll Outsids hW ReWsoint preewm 2 185-SH 52x72 FInlFlange Frame IGISG Single Hung- I Will No Yes No +6%60 Lanxiated-Glass a--e N O U) 0 �. O Q. O CU O C Q- C 0 O �S O O C U-CU O `` .� E O ^O 7►i "F F- CUO /1 -0 i--/}/.�i ,- � CJ) y�Q a Z Z LU J ov WI cn E �1E W `v 0 > CD- O=3 [0 i�a� Q O CL Cl) U ICU m 1 CL O L UJ Q z Z Q ^J SHEET NO. PA 1.o Florida Department of Busi eris & Professonal Regulation Building Codesond Standards Product Approval Application Detail page 6 pig 10 022 Entity- = = DatePendliNl .Date lug Varsfon Manufactu er Contact Enalmal1. idonse Validated av Validated Submitted i Aonraval Approved Statue Rzvtsion 2020. pore _ Therrna-TraCor iron' Steve Jas erso L p n YridanFSdnmiot P, E. -,1 Ryan .King P.E. 10f0712029 091982029 10/132021 12J7.512(1121- Approved Category; Exterior Doors '(800) 843.762EI PE-43400 - (813) 787-8555 - SubCatagory; SWriging Exterior Door Assemblies siasperson@tharmaira.00 Compliance Marine* EvaluationRe;mrtfroma m Florida Registered Ar&dacl ur a Licensed Florida 3 Professional Engineer Phiu7d'cts ,'fridJ61 .- - _ Quality Assurance Aoorovep'rorUl Approved for Use. Impact - Design all At Product Model. Mum ber or Name Product Descrlotion Contrast Expiration Date inHVHZ Outside HVHZ. Resistant Presaura 1 a Thermal Frber-Classiti:and Smooth -Star Nominal tMM.8&quot,Non-impaot&quat; Opaque Composite Edge Flbwg`lassSirrgle Door - 1213V2022 No. Yes NO. NIA 2 b. Themla•Tru Fiber -Classic and Smooth -Star flm nvingl0utavring' X configuraGari) Nominal ri&#1 &quot.Non tmpa0&quot; Opaque Composite Edge Fiberglass, ft- ]a Door, wth 12131/2022 No. Yes No NIA' 3 CThornra.Tru Fiber.Classicand$mdptn-Star 0dlinsvmnglDutsWrt� XO, OY,Af.OXO elBa(s) oonfigureflcnp) Nominal U939,8&gUot'.Nonlmpaat"uot,Opaqus Flberglass,Gompoelte Edge bell.Aoe{r vdm or 1,213V2022 lid. Ye§ :No NIA. 4 d. Therma'-Ttu Fiber -Classic and Smooth -Star vdthout$idolites (InlevingUisv.ing: XXor O)XO configurafionc) Nominal 7&#3g 0 &quaftri-ln-ipad8qul Opaque Composite Edge Fiberglass Single Door 1243112022 No: vas No NJA 5 aThorma-Tru Floer Ciassloand"Smadill-Star (InawingroutswAri configuration) Nominal 7803g;0&quot Non-Inipaci&quok Opaque Composite Edge Fiberglass Single Door v,im SidoliEe(r) OX 12J3112022 No Yes No NIA a I. Thermal Fiber -Classic and Srrical Yar (IhsrringlOutsWral, XO. or OXO oorrfigurattdns) Nominal 8&#3g;D&quotrion-Impad&quo-Opaque Composite Edge Fiberglass Single Door 12131=22 No Yes No NIA. 7 g. Thamial Fiber-Ctassic.and Smooth -Star (InswinprOutsvvil.X:oun iguiation) Nominal Ill &quol;Non Impact&gtipt Opaque Composite Edges Fiber9lass.81ngta Door YAh OXO 12131/2022 No Yes No NA 8 h. Thermal Fiber -Classic and Simooth•Star Sideino(s) (I naWnglOulswnng; YG. OX or Configurations) ' Nominal 8Non-ImpaAquoq Opaque Composite. Edge Fiberglass Double Door with or 1213112022 No Yes No N!A 8 er a-T a r c -..rut c -..: F be _ Ski I Th m r FI lasalaa Sm oth. _. .. Wthout Wdattes (Ins wing/outavAr ( XX•at OXXo. odntiguranonaj .. .. Nominal 3g& `t N fnl I k ua .Nan Im liar' Glazed &_ lesDoo ,...., Compositt;,Edge Fiberglass;Single Dapf 1 73Tt2022 2 No _ Yes e. No Nlf. 10 J. Therma'-Tru. PlberCiassicand Slnoohl-Skar (Ine"rClOtittwini toiitigurenmu Nominal:6$iF3g;8 &qu¢t;Non-Impact&gUM Glazed Com..pea1t.aEd eFIb.._er les Single+nth Ie7o,or". L- 12,1311,2022 No Yes No NIA 11 kTher. Tint Fib-Ol-ex and f: min,i far ma Snxi Sidelke(e (1irmvvn0Outs1Mn_w,'kO, OXorOX. configurations) 8 - Nrxninal i3&k38, 8quvkNon•Impact&goof; Glazed Composite Edge Fiberglass Double Door Wth or 12Y31YP022 No Yes Na 'N!A 12 L. Therml Fiber-Classioand Smooth -Star Without Sill (Ins4Vn Outsv,Ang:. XXor OXXO conflguratldna) Nominal 70,Wg():9quokNon-Impact8quot Glazed Composite Edge Fibt•rglasalSlngie:Door 12131=22 No: Yee No N;A.. 13 m. Themm-Tor Fiber -Classic and Smooth-5tar (Inshvng/OutswNg; X Configuration) Neil 7&#3g;O&q­tNcn-Impact&quot Glazed Composite Edge-FberglassSli Door+ath ^aidelde(s) 12rd9J2(22 No, Yes No NIA 14 n. Therma-Tru.Fiber CMsticAnd SYngodi.Star 0haWog70uisv fig,X0, OX or OXO configurations) NomRial.e&#39.0&quotNor mini gUot Glazed Composite Edge Mberglsess Single Door 12MIM22 No Yes No NIA 15 - o, Therma-TroFiber-Clal, land Smooth -star on wnglputill X cgnflgurapgn) Nominal 8039P iter okNon-Impact&ggot Glazed Composite Edge Fiberglass Single RopFwdtp` Sid.Ift OX-w 12/31/2022 No Yes No: NIA.. 18 p, Therml Flber•Classicand Smooth -Star i(InsWnp/Outsrving' XO, OXO configurations) - - Nominal B&#3908,qu"on-Impact&quot, Glazed Composite Edge Fiberglass pouble, 159or »ith or XJS'.on 1213IJ2022 No Yes No: NIA 17 'q. Thermal Fbor-Ciaaaic' and Smooth=Star without Sidehtas(InsveindlQulevir OXXcf. Configurations) Nominal 68#39'9&quokNon-Impat0quot, Opaque Composite.2dga Flbergl'agaSingle'DoorWlth 12i311202.2 No Yes No MIA. is r. Therma-Tru Rber-Claesioand Smooth -Star- Transom (I nsvthglOutswiog; =configuration) Nominal:8&#39'8 &quot;Norrjmparh$igiaot, Opaque Compel Edge.R I -San ks ixwth Ra.fsom g DI3(O. 12/31=2 No - Yes No 441A 19 A. Therml Fieir-Clawk, and Smootfi-Star QrOX or OtOd Transom (IdnavAom)WOutsrnrg, OfbXar C1ibXq eoriflguretians) : Nominal Slikii&quo<;Non ImPaci&quota Opaque Composite Edge Fiberglass SilglaJ[) o eith 12I3112U22 No. Yes No NIA 20 t Therma Tru Fiber -Classic and Smooth-b'tsar Sidelribol (lnawins/Oulsving, XO, OX or OXO Continuous Hall and sill eaiifiguratbns) Nominal 8&#3l fil"Iuor"ton 1"IMCt&qu";. Opaque Composite Edge Fibs, lass Single Door vyitll .. rg _g. 'n 12t3112022 Na- Yes No NIA 21 u.Thern1a-T RberClacalandSmcrdh, tar S(deift s nslain !O �XO O or OXO B() Q g utsxm 9, X Continuous. Head and Sill configurations) Nominafa9Ml&quotNon-lrrSpad&lGland . Composite, Edge Fiberglass Single Door with sual 1213112022 No Yes No. NIA. 22 v,Therma-Tru Fiber-Ciassicand$mooth-btar - (p) (Inewnwouisvnng, XO ,OX of OXO Contnuoue Head and Sill canhguratlorrs) Nominal 8&#39;0&quot;NOMnnpail quota Glazed Composite: Edge Fiberglass Singe; Doorwdh' - a C)xo IZW2022 No: Yes No, NIA 28 w.Therma-Tru:Fiber-Clasolo and Smooth -Star Sldd,Wki) (InsnvinglClutsWlrl Continuous Head and Sill.w1 gurabonat Nominal 5&i139B&quor,Non-lrnpaaqugt, Opaque Compgsite, Edge Fiberglass Door Panels with Vented 1213112t)22 Na-. Yes No N)A 24 z: Therml Fiber-Claok; and Snwodi:Star $idalite(s) (thaOAn9lOk4 $Wt 1g: XX,XXX or XXXX configurations): Nominal88,#3g,U &quotN4n-Impact&quCt Opaque Composite Edge Fibwgial Panelavith Vented XX XXXX X 12Ydi12022 No Yes No NIA 25 y. Therml Finer-Classlcand8-cith-Star Smdelke(s) (InswinglOumvrag' XXor configurations) Nominal 88t13g;6&quotNpn•lnpaef8quot; Gland Composita;Edge FltiarglassDoor Panels Vkh Vented 12r31/21122 No Yea No NIA- 26 m Themra Tru Finer-elassicand Smooth -Star Sidelim(s) QnsWrigl0mewi4n, XX XXXor XXXX-: donftguretions) Nommal 8&'M;0&quok N,?n-Im a,c[&quot'Ghazed Composite Edge Fiberglass Door Panaki eNUi Vented 12/3112022 No Yes trio N/A 27 za.Therma-Tru Fibar-Gas surd -Smooth -Star - SIdeIR41(s) (InsWrig/Ou,be wig; ?(X, XXXor XXXX configurations) 1 Nominal 8&d€9g'B Frquoi;Non-lmpact&qupt Glazed.. Composite Edge Fiberglass Single Door wih 38#39;:0 Sidelke(s) XO 'OX 1213112M :No Yes No NIA 28 A. Therma-7ruFiber-Cladaieand Smoar4l,a^tar 0nsdngi0utswing, a-OXO wrifl ura. ns Ua g ) Nominal &a#3g;88,quoY;Npn-ImY�+ad$quat, Olaaed Compel Ede Fiber isas Double Ocrary tfi P� g g ,. 12f37f2022 No. Yes No NIA.. 29 zo. Thorn— Fioet Classic and Srsiath=Star S&#39'0:$i des:Insvliri uGvd 6 . , de} n O:: ( _.: .,_9,.... wrifguralidn) Nominal 8$#3�808iquoti.Non-IiripadSquott Glazed Composite Edge Fiba ill Single Door with 3alli 1213112022 No Yell No. NJA 30 zd. TharmaTor Frb r-Gi sw3n 5 both -Star _. sidelil onawrngloutswrrg,XOOXrKOXd confl reda Namn 8&03�.C.&quofi.o -Impaat&quot: GI'ast GoatPCs Edge aFibar9jase•Doubtai%arwkh . d 3&#99i0 Sldelites 12131no22 Nit Yea nor NIA 31 n.Therma-Tru Fiber-Cossicand SmodthZtar (InsyAnglOutEwing; OXXO- wrifiguration) Nonbral 78ilsi&quotNon-ImpacS4quot Shaker 12t31f2022 No Yes No NIA: Florida Department of Business and Professional Regulation Building Codes and Standards Product -Approval Application Detail 3/15/2022 FLp5259431 Gods EMdv ar Date Date ate 2Date Status _Cpe Version Manufacturer- Contact Engineer & Validated 8y- 111a idat�! Submitted en i �Qauraved Approved Revision 2020 License PQLYGLASS USA au t n P!I r AI ar Y, p k o J hn W: 1012612920 1t)122{2020 FBC 12/15/2020 Category: Roofing 56542331330$metpert(�pvlyglass-com Robert lNleminen Knezn:vich, PE 9RRI25t01 PE 59 B Subcategory: 16 g rY 954 772-6224 ( ) 11 1 10 l2020 UndedaY ments ComP Ifanl:eMethod: Evaluation Reportfrom a Florida Re istered. g Architect or a Licensed Rorlda'Pra#eSs ondi FLtt6268-R31 Engineer Products ealhy Assul'anCe AgorovedPoruse Approved tar Usa lilt ipctt pied aE-gA Produd'Model, Numbler.arName I Product Daeprl tton Date EiaDiral[lan Data InIll Outside HV82 Resistarrt Pressure. 1 PolyglassRoof Underiayments Rearingundedayments ID72112022 No Yes, WA +NIAI-6'72:5 1 Polyglass Roof Undedayments(HVHZ) Poll root underlayments for use In fBC121IMC23 Yes No NIA WA HIVHZ j udsdlctlons. 2 Polyglass Roof Undertayments (non-RVHZ) Polyglass roof undenaymeri for use In 'I2rP3r2U23 - No Yes NIA *WAl-U225 FBC non-HVHZ Jurisdictions 1 Polyglass Roof Undedayments(HVHZ) Polyglass ro ondeliaymerksfor use inFsolv23I2023 Yes No MIA NIA HVHZjurAdkdlons. 2 Polyglass Roof Undedayments (non-HVHZ) Polygla is roof underlayinents; for use In 1213312023 No Yes. NL4 +NIAFCi22,5 FBC npn-NVHZ Judsdidlans: 1 Palyglass'RelofUndedayments(HVHZ) PolygIsivroof undedaymerdstoruselnFBCt212372023 Yes No NIA N/A HVHZ jurisdictions. 2 Polyglass Roof Urldedayments (non-HYHIJ Polyglaiss roof underielymerts, lot use in 1121231?D23 No Yes: NIA +N1A1-02Z5 FBC non-HVH2'Ju65dicborsl 1 Polyglass, Roof Undeda ents HVHZ Pal o d a e o u I F 1 2 3 P y 1 ss roof un n its for se n BC 2t d _yin ) yg a e yin 312t72 e Yes N o NIA W A HUHZjunadictimrs: ' 2 Polyglass Roof Undeiiayments.(ncn-HVHI) Polyglass roof uriderlaymatts,:for use In 121231=3 No Yes NIA +N1A!•622.5 Ill mcn-HVH2 Jurisdictions: Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Poll W2:' 1992021 Entity or 2" 2411 Des, Penctnp 2i Jim yeDigit Manufacturer Contest Control Ull Validated W Validated submitted FBC-Actin aval ffiatus'. Revision 2020 rr M Bk Inc.i FJ n WaJdM n Ev tag_ � service LG PC a on . ,l CC EVNu.n 9ervke I on 08J11Rd21 p8H 0/2f121 tlBf17/2tl21 °PPr nVcd Category. atruourel Components (952)89sl LLC. Sm,CAagory. Truss Pura. em 10-cilmll ni 420 1, 599-91100. CoparllancaMetll Evahiai iat Reportirom a Product Evaluation Frilly aUuo y Trr DuaIRVA eurmtca —i .40`1301forUsa Approved for Use L(nlmc a o e ! i 9 Protludt Modal. NUfnber'arNdm.' Product Deserlptlwn Comriadtflkolratlonoate nt HyrNz Otitsltlo HWHEI (;ggtajgjA Pressure 1 M18AH$: 18 ge" high sitsngttt ivaa,.conrlaaorplata 12fy1:2022, Yo Yes NIA NIA 2 M16OH04 14 CA, Super high strangth Inns ccnneetot'ptrA 1 WIP02,2 ,?As Y4s MIA MA 3 Mill 16 10..g.; toss ocnnil plate 121b112022: Yes Yes NIA WA 4 MT18i 18 go hlgkstrength arc ..cmedor plater 12/312022: Yes. Yes H1A ,MIA 5 MT20H8. 20 ac high strergi scnneMor plAle 1213112022. Yes Yes. NIA WA 6 Ti MTi8 18 go tiuol.mnector Plates 1213112022 Yes Yes NIA MIA TL20, MT20 2099. tly"ownpatir plates 12/31J2022' Yes: Yes N/A WA _+ - N C_ a) Ca {-+ Florida 0eparimerd of Business & Professional Regulation Faga1 oF1 Florida Department of Business & Professional Regulation Paget orl Florida Dopertmeflt of Business & Professional Regulation Pag.1 art C ddesanld$tandards: Building Codes; t4eb2 Building e3annddStandards ° 15202t BuildinCodes aStandards gni aril O +� .0 Product A ticatlon Dal Produt t'A royal A icallon Dell P7oductA royal Application "Detail L L N Q i O O = NON ill S26 riiBM or. . ,.'..- .Ngl 2" .'. Up, Pending R* .: � Et T �tg Mfg. Daze Poll .. miff- ,0,q �! TTl'g@ yaru�, Manutaaurar , Ir o LOMaa Enaneer8tle®se 1r�IRamd av P3S8 to Date nruja d pSg Srdaniktad -FBC Aoorova Aoorovad Srffius . 4-a � Q% 1YPe Version gianufactUrw` ErrakteerSllcetue Validated Validated PBCAopravel PApfOYad status. 7' antradurer, vn. ,1jsMon k1 _ �$&t, gemir n31-1-iisa V.11cl W Yp FBC Anoroval BBJAPY9� 5i�a@ - -:' �n U ... Anmaza 2D29 PGTlarys.Wa Jens R86.010 NamFDade aCCO-CER Miami-D5-2590 O-VAL R15JtD20 A52020 11n 112020 Approved Dons Rear on 2020 MI'egory. Brent AmendanAchlleaddl SexonM Ui54 PE y W202p 0P$J1020 10 52020 Appael RaNswn 2A29 Ml Windaysendrioors ex adca- Red even .Uri h PE &ad $Itgng Am nArph u 1 St M c, 395�300. Manuiactura'S T)377-845{ 1i2212(!20 1Y 2i20i0 11 Approved! i ¢ 2&rz0 Appr .� category: Y+lnaavis. (841)'4a8-Q100- . (788)315-2f>00: - ind C&@gOy: WIIfdOg9. 30-3er (T17}38ga33i10 ManuiectufeasAssoCieOon 1717)317�8454' - Cffiagary: lMndowa' "ClAteilmtY: F9red S717t ASscciatlm (71 bsmnger®,miwa.cam V/ aubCetegory- Single . Henn Jrosawsid�pgiinduisfi o supCategory: Hcrtzotxat tide hsitlh9s,,G,m'nmd.cam Compliance all Csfifiggtien Made c,Lisrer9 a) 0 Compliance Method: Csirsucatlon Mark or Luting om Compliance Method Cartifiosdon Mark or Listing y , :.,Cir239-It2aPwdurts ;'. , _,..-: ..... .. - `' , _ _-_. R ­11 „,:-. _ .PtY153aRispr'�udu. .-z: " . .,- ,..__ -- ___ =: ,._„ , ` -. _ . -, _.. _. _ ... - ,, z _. > -x_ __ - ____ ....., 111_ _ - _: . _.,. a xytlRfa.radmbta _. _... - ... , ;:. _ -: , ..:: , ,"„ ,. -.' 1 � L L /� fiWlSy As an Adarpyadfrff••1ha Aonrgvadfa:Usa u. a 1gualltY Asa r8f14 yeti or :A cued for Use Atnrm ( Uee- ppf imperil QuAry Assuranca - i luAl Abonwad for Use :91agC&Zrd 11 i•� = _. tmBban Pressu Product P;ablrat easr+iotmn ConlrartExvaaXon Data <. In HVHt OutsmaHVNL i9a Predict Modal, PaAr78erwNam. %oduki Daecrloaon Cmlrrect Eimirellal Date In HVXL. OUrSkk HVN2. $ggt$t30! PJ9mr$ = � $ep # ROdia ModN.Noribero Name Predict Deacrlotial Conrad Excitation Dale D II�VJf Z: Ootsltla RVHZ Resistant Pressure. $¢2: Al Number w.Nama $g9staiQ pgggSyLq .E- O LL — 2 SH5500fl.-ge Missile "pact) Vinyl Single l-lungydnd- U7130/2025: YAe' Yes Yes WA 1 His 184, Fin end Il #rams. 7342:1..Mall Glass' 02J1n2b24 Na: Yes. No .551-55 1 1$6Ipw 73x,72I-Ailited.Glass . 091d5h02$ No Yee No ta01-90. = ,— �/� Cn W " -W CD_ F VJ Florida Department of Business & Professional Regulation BLAlding:Codes and Standards Product Approval Application Detail Fee i ,tf t MIMI Florida Department of Business & Professional Regulation Building Codasarrd Standards Product Approval Application Detail Page i o 1 Yev=1 as& IiBIEY�s[ 291 , -20, Poll Us QWA VAI its.. not, Force, =111 Ty$e Vercloh Menuracturer Corneal Enoineer8uill Va iaatad By vidiadtad submitted E04'ate vSr Auoroyad 111 APi version Manufacturer Contact Enuireoriukraseyazivaud Byt Wideied Submried FaCAnorovdl Apppgygg Snafus ,...C. Aifinnetlon 2020 'PGTindusklasr - -, . Jens Rggawrskl Miamt Dada flCC4 CER rr.aml Dada aCCD VAL q i1Q5f2020 i 1A0512Q20 : 11/111202Q ...,. Approved. ,.. Reyrman 2d29 MI Wlnaayys and Doors Br, e':'t' tll 0sr, i `as even M. Uri PE en 81 ng. r Luis R Lem .PE' St M 4N1• 1,W0812020 1W0812620 14/1af2020 12115/202r1. ' 'Aplxoyed 4otadil wndo-S (04i)488-Qloo (786);315.25e(Q' Q*oRSry'.Wnddws (717)303300 PE82514 (717PI7,8454 11 Subcategory: Fixed lrca&WdoptAndusuisa;b suhcatpgldy' Jklkorr,.. bsvingerdunf coca Compliance M,db.d: Cemkm .flon Mark a Listing om Co'll'"A . Method: E"luapCn Report rom a: <..LkZ43JNRndue[a. ` r-..,., ,... .. .,,. .. k, :. -. ,., , .:: Fled aR' red Chlfectaa UcenseFlarkk: d ea d 49 A .. Proesivifal En -. e ar Duality. Assurance Aarnovkdfor UYa Aonrovad forUss 41, 'Ef�ga a s11c''4'ti } ''a, , t .' '''.I' r,,' _l .. , . '..' { Y7NnN f ffi :, ,.:, .. :. . ''; v_ - .. :, .rr.,,. -, v� - '_ s # .S. Product Model. Ntariberor Name: _ Plod Motion Contra-1rdion �C 3aP Date Tf3 Outside HVHZ Bt91! - ure: P!3s� :. - , : > ... .. , . , 5. -" .,.--; ,.,- ,. ,..,,. ... "' :.; ^ .,, 5 PW-5520 rLerya Mleslle Impel Vinyl Fixed W.l 04402025 Yes Yes Yes N/A CuaIIN Assurance Acarbvodfbrusa: Approved for Use Itgggg Deal Ill goeuct Medal. Numhsrbr Name: Product daserlodon Contract Etasalren Date in Mal outside NVHz 8gflgigg( Pressure. 2' BIN Vertical Auminven W Fan 1=112024 Nv, Yes: Neu WA Florida Department of Business & Proft ssional Regulatlon Fape Hirt Florida Department of Business & Professional Regulation Plail 2: Building Codes and Standards 1 raizoti' .Building Codes and: Standards 10ieh7v21 ProductApprovai Application Detail Product Approval AppllDatfon Detail Code nuts ar :aerie: Data Pending Re Cc* Entity or Co. Owe Debt Pending ,gyp SY.g4. Varsltin MaM1UrEatlrar GoMad. Endnaer$Lreans. Validated Flu ,we Vaadaed stiimriLfatl -F(iC Anoroyai" rAoo oyea r4 � :NB:igi i': Manufeeturar. Enaun2LLUCaL-.. Will By eV'Iftalad "'ad �--1*:. FBC' mbroyal �iP. $ggrQygg aelus: Ra tsron '2020 _ s. James Hardie:BuilAn' Products. Inv, .. , Cued Clm[ok8 V:-Andrra Tab JotiII:Souirtertl,.P:E. Of/0:5f262i 12I1412020 01,mB2021 din FBGAppr,4 g -. slo n 292 0 Aside .. �: : Nick Thompson Lyndon F; sehmw[, F?.E. :Ryan:J, King, P.E: 02h512921 02J7512ri21 02JJaf2021 04/13R021 APprtmd ,g .... Catelrfrry: Panel Walla (i;ODy 545-8359� PE81e62 (352)0672528 -- � .. Category: Pan el:Wells- 2330J @22-23Be PE43409 (813)787s55i SubCaegory: Siding ched,diercksplann"hmd - subcategory, Sol nthanpsonoWeide.com nc Compliae Meth Evaluation, Report a- scam Compllaroa Method: Evaluatid+ Report Rom -a Florida ReglsteredArchtred or s UJ wined Florida - Flodde R'egisleiedArchitect or a Licensed Florida Professional EmiAns. Professional Englneel F. ' ag.RaProducts-- - . . , - , a $Pent$uds - .a .> - - 4lUNldeAssurance AtiarovedfdrUse Amoroyed for Use I�t Dal mialityAssurance. ApproyedWUse Ammyadfort), ImgacL pl ll Product Model Number or Name Product Dascrittlo Conhad[axolmtlon Data in HVF+Z 'opt"HYRZ Resistant Pr gra Salk Product. M,", Ndrl.1 Ni Product DawrlotlonContrail F.Wratlon0'No In KVHZ.. outside HVHZ Roclefant Pre_stae 1 Cemplank Lop Siding dl(e,orl lap sidsig IZfj262a Y'" Yes. NIA NIA 1 0,&du0(2Y&quilt Soft Vent or Sold ValSoM 1213112023 No Yeg Me NIA 2 le lank L 'Si le Hatt P ap d g 8ercenwm s p st l '3 i 523 �.. p ritrg 1213 2 _ s: Ye. Yas N/A 'Nl. A 2. b' &qud'Allence T4&gLLd•5o1rt Venn Ort3ditl Vinyl sdN 1213nJ2023 No Yes NG P1fA 3 c &qudtGrsmbrlpr vital Besded&#3g, Soffit; Vent or Solid Vinyl still 12nlaO23 No Yes No NIA $ ,d &4ubt'05kAua; SWtlf' Vontorsom Vary) Soul 121312023 No Yes. No. MIA 5 a &rlud;Cbartor Dak&quol;,8omt Vent or' Sold Vinyl Sol 1wIW23 No. Yes No NIA $ f &qua'Strpsr9p.aaquot 3rdM._ Vent on: Solid Vinyl Soffit 12131,2023 No, Yes :No NAt Florida Department of Business & Profaton ssalonal Regul BIWilding Codes anti Standards Product Approval Application Detail Paga161I 1tt8*</i3i Ss49e Entayar plut IDAt &e.¢.2saglaa 242 jyg Yeralon Manufacturer Sgl4asit Enblueara lJcerisa VagdetodrBa �iVal daCed aubmkl racJwdroyal Adoraved S(etu,. RaMslan 262tl iAMKO aulfding Products Konl Eden RMenNlendno7 John W. KneTayitp, PE 1017421i20 o5f28/2 ?0 9 7v20,2t1 12/1'iv2tl2O Apprvvad.. Caleylgry: Fooang-.. .. JOT)624'0844 FIElml (9a4)772-5224.. subcategory' Undsrleyinil keM_adedd)ierdd:com Compliance Matted:: EvsN.tion Repot 1rom.a Foade Registered Ardilt'aa m a Licensed Florida Profeselanal Engineer prnd... _.. .., .. ,- .. _.-. ..- _ ,,. _.. ,, 2231 Product 1110". Number or tiame- iiaIIN Assurance Product Orsoriol control matirl —siod to, use Awaroy f Ucs Ag 4�R1.. hate. in HVNY.-- Cowl 1(aag9i Resistant Castel .Pressure 1 TAMW Roof Underlayments(HVHZ) Rod uncadayments for use inFBC HVHZ oam/2023- yes No N/A NIA 2 TAMKD Rod Undoneyments lHDN-1-M ), Roof undedaymehts fa' use in F at nm-1-NrR Ca'292023 No Yes NIA WA Jurmetlrns. Flo rich De partmord'of Business A Professional Regulation Bulldi`ng Codes and Standards Product Approval Application Detail Page, i-nfy '=Z EgUltior Data-: Ado bate1lindlrrb ewe � Versitln Manufactures � xt. rnourew.e Vatldated� Ysndal slob ldeC. FBCAoomyal g fill Revisron 2020 Lomanca Wine Jet JemasL Buckner P:E- Stevan M. Ur PE lay 20 11 1 0 1123120 L232o20 1 J26J2 20 din FBC- g APPr• Cotigary: Roofing (501I083-61153 PE-31242 (717)317.8454 - - SubC.toclRoofing A -.SW -Met wa:an ktelieyCkmmlco.com IntegretPort orthe RoofingSystem'-: CmipllancrMdhatl: Euffivatian Repod-Ginn a d Ro iR ster Archiora Licensed Florida eMed tect Profesalonal En 'Hoer a "' PL 2203 R8iprodL . _, 9U aSNAssuraioe ;,:pro tlfor Use rove for Use A � E1pg-_d_ - lml2aci I rr sap # Product Itdal. Mail or Nam, Rodui.'fi D"Crbll n Contract Expiration Data HVHZ 6 i isida RVHZ" j "Mont Pressing i. Deck -Al )A-4urlf ar7Rl-8neck-AirAA-4• Low Profile, Polypropylene Plashc; Rooi:Venl 1WI612026 No "Yes No 4?_SI,il Mechanically Attached to PN4rood bAck;: Florida Department of Business & Professional Regulation pi 1 011 Building Codes and Standards 1252022 Product Approval Application Detail QRAV rype el `l n Madura to �?._ 0 Eptill or _ cents E "r&License. ,-_,� rnllrtee Validated Bd i ioa gob, ➢zia Pertdirid. Validated Submitted PBCAlr royal p 294. pl lc _ Approved Status' Revision 20 All e l a e z Ray n 2U AI Am r c n Shutt rs and Otis Mi -Be, ' F k-:. Ben r RE ke r 1eri ran L. na d o O, Bishop, P. E Troy, Bwh E. y P 1 28l 20 1 1 "vt202l) 11- 512020 O! 20 0 1 Ip 12MWU roved 20 p Approved Cats o Shutters g ry, er ' 6 81712.9862� PEA046549 - ( ) 854 '947J0880 SugCategory. Sturm Panels mikebgallameriaanshutte ' Co Mpliance Method; Eval uateon Reportfroma rocom Florida Registered Architeot crs Licensed Florida Professional Engineer Pl'En799B.Ra'ProrRrcMI- I --1 I ` Quality Assurance Approved for llse Approved for Use Intel DesigJn, Product Modal Nu tier or Nam a. Sep z m Product Deacrt tlon. P Contract Et Iratlon Data in HVHZ - Qutell"HVHZ p L_ Reafstont Pmasurs 1 24ga Gatvanized'Steel Storm Poll 24ga Galvanized: Steel Storm Pannels 12/31r2i Yes Yes Yes WA Florida Department of Business &Professional Regulation Pagel on Building Codes and Standards i f2021 ProductApproval Application Detail 53.9a... trolly at Data owe sending && �._. 16. urge VNSIai. .. , " e Enanear& iieansa Manufacturer ,Com.act. Validel 114 - FBC Adoroval Yagtlalatl: Illagtli�g. BggrRYaa - etalua. Re'vAldn 2070 L.V. T `son I c. dba Thom son Ardilteclural Tory'Christman Zama R. Priest hglihp. 0 P .... N Seven M. Urtch PE 09/17r2020 Osf18r202g 09t22ItOso - 1widao20 .. rased' ?Pp. Metals Company lrp.MC6f;: _. , .. i813124a-5458 PE-74071- -. (717)317-8494i. category:°Roofing tmy'600-radalmonng:com subcategory: Rodin Acoeasorles that us an Intagrel Hart afthe Rosrng "am - compliance Meshed: Evaluall Ra orla, p Meddle :Registered Archtt¢ctera ticensed-Florida Profeselonal Engineer Rail ' say, rutuCts' r ., coal Assurance Amaral Usa. 80"wo for Use: twin Dealer: LIMA Product Model. mb by or. Name. Product Dsacrlotldn Con[raet.Ezttrattori DOtr ".jn hylit. outside flyliz ReYstant Pressure. 1" TAMCO Fla TOP OPFRI Will ,g l withrd.i.r Tie 26 ga. si roofvedlato with bate 08J09/2028 Yes- Yes NIA WA 2 TAMCO Gooseneck Vor# 26 ga. 0900e12026 No Yes NIA .0Fs2S 3 TAMCO 01-RldgsRoof Vent r.4gmBalk -. 20go. statloroofvraitlblawith Integrated bafiia oOJOg)2020 Yes Yes NIA WA 4 TAMCO Round Top OY-Rke Vent,fdr 3afrleforTie 26 pa: state roofverNlator with battle 09/012OW Yes Yes N1A NIA Florida Department of Business 8 Professional Regulation Building Codes and Standards Product Approval. Application Detail Paget of hexer Codaliaght.PL 8a19... Bm9,.. oi6 41111LAN Belo . 1Y6?' Y4[algll Jlianuf tuner , . , .. Eraw"ra Lcelnse contact Validated aw PBCAomoyal.. Validated � AanToved &atus A"n900 PCT Industries Jens ftwel Warr ' C.CD CE.R Miam1i-0ada8CC0-VAL 1'1Nif 520 1111112020 Ap- coved - C;momy'1M'ndo+us, (9141)400.0100, (789)315.2580. Subcamworl Mature )rccoeeklopgIndustdeac' - (7pmpllancalarthod: CsrU4calion Mark or Listing or, �typ r'; _y .. ::, e Quality Assurance Aoorasadfor Us, Aomcvad for: Use mieegi. t7seLrm - Produce Modal Numbw.or Name - Product 0e8cr9Mloll Coral satiation Oats "1 n�VHZ ioutside KVHZ Realaazit Pressure: 1 lluadns'torfill Doors and:Windol Aluminum MuRom 05/2flaom Yes Yes: Yea, NIA Florida Department of Business Professional Regulation Building Codes and Standards Product Approval Application Detall Pool 102a21 if all !NlglumgwmmmmmmmwmmmmENESENEVNMFANNEW Qft Floor, or. INA gat,, Panwno pgtg 'Ilm Vital Manufaduror I:IlAineer& Worse. Valldatoel By validated submitted PBCAmiroval Approved 2g E Revision ZD29 GAF Michael Sill 'Robert Meminan Jain W. Kne=eMch, PE DDZ26 020 tsleirAm lo1b3'2020 12J151?020 Approved ¢alegorlY Racing, (l100)78aJ411 PE-SB18Q - (954)772-0224 ButiCategdiy: Aspliat siloid" mWearilgafcom C"lieriCe Method: Eval-lido Repodrrom. Florida Reglster'deAretiited or a llilbs_erf Florida Professional Engineer F 4nbf 74atl _, _._. _: .. -. - _ Quality Assurance AMXOVed for Use AoaroyedMillil g02 Im) eo ga. �bdusi Model. Nu�arue'Nama. ProductProductdori DescriaOontraM.Exdiranon Date: 9. 4Vf OulsidQ.HVHZ t praxsure: Resistant lerve i GAFAsphelf. RoFfshiagleu FlberMassrolnfrrred-3•hat. lantlnabse. 5ateb and 12JI82022. N. Yes NIA NIA alp/Mge:asphalt shoal. Florida Department of Business & Professional Regulation Building Codes -and Standards Product Approval Application Detail Paga1 ofl tIW2e21 SSga E" 2yg tc Rase ndiw 292 TV -•"- Varelotl: ManufaCturar 'etac -'§ - Varldat d'. Validated submitted Co ( PJraaiew.&Leens4. a 8V.ap Pat .A myal Ati rol p atat" '. R ril n 2020 Florida Metal 'Productslnc. Clark:Jones J ames L, Decker, .E StiM. UK& PE 0927f20 OWEi20 10iW7020 Ivir2 .p rA'v"ed CategRN ROpfng ,[994783 a400 C9UCK. n. IneeM9 7231 : 17 . 8454 ) E g. (. . OmbCaleg.wy. oofing AacaAebnasth.t Are.ri dark(itnan bGdm PE-31242 " ._ Intagrel Pert orthe Rpenng8y54em ComplianceM'ethad: Evilumidh Report from 4` a lord Re ItalArchitect oraLicensedFlond- F s a S Prdea slcnelEngineer "' ,:Ik::, 3 - - 2 p ,tits B - &- duAIKVAseaeiiw Approved fat Use Aoarowedfor Use' lm8iifl, pgSl9ri _. 'Ysllld R. Pradud Mpdbm.:NutMiwariel .Product Descried- 92011radAIDW11tleti sate in HWZ, Wollda HVHZ Resistant PtosBUY 3 3:-FLAMCO BquoIRV lO Rldga"VellAguott Aluminum Ridti Vents lorpHehadroofefibnoatetl 127312024 Np. Yes No. WA - - from.0.025' Auminum Florida Department of Business & Professional Regulation ButldingCorlesandStandards Product Approval Application Detail Pae.•t of I 1172DZi Florida Department of Business & Professional Regulation Building Cadesend Standards Product Approval Application Detail Poo. of 11M12022 ik Safi 6r a" case Dal Paull Will Code Eni Date Dale Date Pankrine Date 31= Version t-futurs Contact Entdhdir&lld, Validated By Validated srlit� FBC Aeoreyal Aso pied Ste- Type Version Menutacturar Contact Eildibeer&Lfcansa Validated By ffi m FBCAbamvel Validated ub t`ned. B@EL4ved: StaWs Rev? son 20 sowi:Roosn 20 g arY And Roble Uniform we, " G W: Walkw ersm IAPaiDU prof Eye ion 11rD3R020 99A2r2026 11N5/2020b Approved.. Revision 2D20. _ - I m oducts. LL _. Glo a Protec# n Pr C .. -.. - Rots Winer '. TNR Jr. P John W..Knanvidn PE Trm noon A E U9f66/R720. toll U9/OBJ2�p, 4 _ , 12115/2020, roved APR. Category: Roong (strt 3w-8081 SenAca3 LLC. (2053 854-9160. - - Category Shutters (954) W-7545 PE-44187 (064) T72-6224 Subcategory: Roofing Tiles RebinAndereem@baal.00 BubCatagoy: Strom Panels.- 8m.mbinwirQ9ppentcom CpmpIlanw Mathoa: EvumRe mtfma m Compliance nco Msih>d: ElaluaroReport Predict L-reJwlbn FJitRy Fbrlda R' triter dArchtceot or,a Licensed;Ftorida _ PtYtfl e ',' .. , ., > .. ProfessionalEngineer - 9 ,:.>. , , :.,. _ :, .,,.. ... .: ,., , ,, :. .,.:,., ,_ ..,:>. .,, Quality :. _ ,,,,,,..... .�„�, _,:.a�. ,_, owed for Usa: Approved ,. ._.:,,.. proved for Use. _,:: imams ,,, .,., r ..;i 1 . =;:`P11�fRaY8-R63P:isiHUC1E•.. _,... ,., ,i .. .;: _ >'.._ ._ ,:., ., , :.- ,. ,. ,,. l �'`•' W,,, R :. ? product, Modal NumMwar, Narrre P Protluct Descrioflw,. art ExolrallonUalo p�L ::�nN Outside-RVRZ I._1€ BEatrtaDt Y Prosau a ualM Ass canoe � Y P ooroVae far USa Aoaroyed for USa jaiWal i8- C s E i Genel h a. try ap ngl s on -s aka Slat sun late Spot om sh t P I e. C -' 12020: Fla raO Denvr1.. D i213 No Y 4 a. NlA WA a 9 Product Model Numbaror Name r.� Product o tradt Y re, 0 fb fn HVh2 Dtltsi a VH Produ Descrlmion C n E al N rtDa d H 2 R Hlstant ^.� Pressure Pressure 1F; -naaleh &amp; Impaa Saxony $00 -State. ShlleAmep;Splittheke Flat Prole stoekton,GA 12131i2020. No Yes. :NIA NIA 1' XGaBe Galvanized Steal Storm PsTAWHVNZ Comrugated Galvanized Steel Storm Panels, retained IW3112022 Yes Y4s Yes NIA iS' 'Saxony b4D-Slate,Shake:&amp; Spit Shake• Flat Prole -Rialto; CA 1213112020 tJo 'Yee NIA -MIA 2 ...: 24.rage Galvanized Steel :storm PaneisRJHVHZ of not by ravede:hurrigarie:.rotelotlon... p p Lbrtugated Galvanized Steal Storm Panama rekrnad 12f3112022 ., No Yes vas NfA it Saxony700-Sbaka Sle. &rmipz Spilt Shake- Ill Prof. -9taokton,;CA I21811202D No. Yes NIA NIA or not by tracks to: provide .hurdcane.protectron, 20 2T" axonyma-Sham, $late aemR: split-stio.- Talag Espana/R4melma Flat Prole - Rlelta, CA IW312020 High: Profile - Katy, TX 1W5if2020 No: No Yes: Yes NIA WA WA NIIA a^a VIA Lll Prole-Ks1y, TX 1213112020 No Yes NIA NJA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pee. l on 1)ZI= EntlN Or claw ;,gtg'. DatoireIn 29A ,.. Tygt yen^Ipn Manure urn riort ' meu S Ucwrse. V C.1g6agt Eng varrdaled Sutxn flub i roc Aobrotal Bggt9)BEP. Stmua : 0 Revision 2 2b Wet 0 Alpine p Stuart ins I=Ev lceftoo seines LUC tlaam M. Ili rs al W 70131J2020 i-022I202b A5 020 11N 2 2 - 5 itJd 12020� App ,wed Cery Structural C na Is 3211710-3377 4071 681-1817 subcategory; Truss Plies PlBwisQalplhelly;.dom Complio—Muffri Evaluation Report f.. A Product EyelueUon Fntfty _ FitklE8eai7 hrgdubrs:ll .. , " .. ll , quality Aasur nee D N a A evad'for Uto -,"ApweyadfarUsa P1u la ct best n erg_ $.a# Product Model, NumMrarName Product beurlptlpn COMraMEYplratbebffie IliM1HZ oatsltleNVr¢ Resistant J>ressuis 1 'H ITW BCGJAMrro H(glxr �rerrglhr &amp: 3} Met eda Plate IV 2024 al Corer Yes Yes NIA NA ! 2 ITW SCGIAgIrre Hill Plata Metal Connector Plate IM12024 Yes-- Yes NIA NIA 3 ITW 8COA lull Tmittt Metalcavnectorpatc iWl,l2 24 Yes Yes NIA NIA 4: ITN BCGIA01ne Wave Metal Connaclapli 12W)n24 Yes Yes- NIA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of wislotal Florida Deportmil of Busv& lakS Professional Regulation BullditagCodes and Standards Product Approval Application Detail Pagel aft s/ae12921 &Egs Entity .ids Data DataPgndna 2da 22ts Stb 29.4' 2n Ocpandlli t DUO Version Manufactureir Contact Enameer a Lcerew validated By Validated. Submitted FBC Abel Amoral' Tvoe Veralan Manulackurw Conti Enrrinear&-Licwrs. Validated au Velikkted Submitted Fat A.Prol Aoomved $ Revision 2020 W maeuser eve Ice E'yal e n - LLnon RCS Bddsin I yeti Service, C lensettar, P:E: .02/02/2021 10113f2020 .. 02rD3/2021 Alwatt: APpr AiF-nnation' 2g20 Aluminum, Inc.fieJoss APha m, e 9Bve. Lull R. Latiw,s: 9t w6ti M. Uddt: PE to - za, 1 Sty 111Xl wad AP Pnr1. Category: 3GudaelCmwoneM,s (253)924-8478 :tB08)839.3288 .. Cato gdry: Pmial Wells (48 War 2008 PE-BZ514 (717}311.8454 Fl Subcategory. Engineered Lumber ebbert.BaldlvinL.'eyerha subcategory:s seeds lunlnumbcQyaho. Compiler- Mathad: Evffivatlrm Repodfrom a' usw.cam Evaluation Repaftrome Product Evaluation Entity FWrldo,ReglstoredA lkctora Lcensed Florida .irt6gE R1A Pto'daCta; , } j r-; v' Pl essl d me Eng.- Oua1lN AsaWanco AOMovatl fdrl7sa AporpVed for I .. s544,R3':tkpdadtit -...... . ....,...-....., ... .,., 1 '7 F. T 4 ." �� PrptluM Model Numbarot Nam., Product Description Cotxrad dtnlratlonnaie. Z ,... In HVH 4ulsld�FwH i Resistant :pressure.. ., ..^e ..._ .�.,-_." ,. ., -. ... .",. , Quality A9suYNlee .. , „ .: use :Approved for use -Abproyad PDYUse -. Imnact lail _ _- 1leslml 1 Microiiem LVL Lamiruned Veneer Lumber- llmla023; to ,(as NIA NIA , Product lifodill, Wmhw or. Name Product description Contract Excitation Data jg-w Outside: HVMZ Full Prosecum. '2 S Fanelli.PSI. Paratl 1 andlu er 0 ]3laon.: R Sir inn 3 ...:,.... Nq`. Yes' N'A /.. NIA 4 .. , ,.np ,.:... - Alpha $dttl Bamp Vente2l Awmle,pm aomtr 11 , n[ ',:. m... ,: 07l3020a3 mi9glld &amp Vp M Alum um M. xes:: Np MIA 3 Tmue.Strend L$L Lvmnaled exarldlumIcar 03r312023; Tkr'. Yes N/A i A , tarn' piriim CMd $ampiV'rapd S."Itr A SglYltrCMU $amp; WbGd 4 TJ Rini all Sba Otuial Composite Lumberer:Orlenteds(rehd 03J31=21. (ward RIm BPard - No Yea 'PIIA IVA 5 Weyerheeusw Rkn Board orlam of Stand Reard Rim Seed 83r312023- No Yes N1A WA Florida Doperhmant of Business & Professional Regulation Building Codas and Standards Product Approval Application Detail Pagel art irf20Y1 Code Wily or -'e Data Sets Pandtinn Ad, ;�5: yawap sianuhmiaer Contact :End,-1, Llcanse �rafadatetl By Val detW. Submitted FBC ACorayal� Anomvad 01111a. ReWsicn 2020 Commorelal'Conorete Producis.1l Rebel 9amuolA Oroanborp 'John Hoy 1211612020 IMf202tl 12122120$0 ding: FBC Appn: cazag M. svaurai Ccippipits (613) M-3707 PF-34245 352 508,5311 8uhCategi Products introduced As a Resultof - precestgafor@y.lioo,com New-r.bi leigY CompllanceMethod: Evaluanen Roportfrbma Florida neg ctIeteredArehilear. Usad Pledd. Prolessranel Enq r .... 7t74.1te;RrddriiYs - . ; . , _ ;. .,,.. _ ­71 :: _ -Ask Product Nbdel: Nnanbw or Name: DiiallN AssranI Product Description Conract ZaAratloni0ete. Accrovadf Usa Adoroyitfort1w In HVHZ outarde HVWZ hggrpu. Bucirm rileslactow Pressute- 1 QuaayPwoasl or commercialColerewP[aducts Pieced and Prestressed Conereto Lintels 05f252024 No Yes NIA WA August 10, 2022 It 4 Z Z w J E ---- C CFA - := -= il a) -= Z.LLJ I W = = — R_ =trier M = CV -a m x I--V- n_ to o — -a C1j t d o + C-4 Y w g57 = d -= C C2 Q U - M ty ty .i7 yV W C O lU .M a y C E fb O a v i O w L. (1) E 10 Z C.' � M ` V ` / O CL 0 < L. illeal O 2 0- n, cl C) `V W =:3 < O IM W C Q n' W z aaaaaaaI Z Q J a_ SHEET NO. PA 1.1 AlSimad for Ulf RlSdaS Istaidleftlikawl.=wt: = kma series 1012111 HIOK Parbinarm Single Hung VIV Single Hung wind* (4r x 72*) Mmmw No Yes No +BMW 2 Sense TO518 High Flarlennarm Single Hung VIV HW Parbmw= Single Hung Tialn Mal=? No ves am was 1600 angle Hare Coff0*111*477XSlin %Ano 8 Irg Is H umq Trflds Ownpoele (Inr x M. 0040027 No yes No +0410 4 1116,14*1=1181raloHOng MV 15 Inale Henn 00 C0,00ft (ior a 53.0, MI NO Y1* ND. +31WIS 5 8Arhft1=&f%I*Hung "Si gle Hung lbln Ownposib (MV x SCSI varl"W No yes No .3" 6 Sellas 10c81rawmvrig VIV SIr0b OWIV202T NO Yes No .3" 7 S1YNb1=0SrQ*HVng VIV Siva HIM TROO 0sirposse tier a SM 0102W7 No yes No +11SK36 Serbs I'm Single Hurt )AV Single Hu�ii;.Wlndow W xM 05171202T No Yes No +Mmv 8 1 m a' 102_D 8 1 r4 I 10 Hung 'At64 SlrgbHung WIndoer (4r e WIM 0130202T No Yes No +os-18 11 1090 Sings, Hung VIV Single Hung Witoor* Jx SN1M WIMM? No yes No kka 11 Sake imbalf4sHure %W Single Hung Wncbw W x 641 1:111MV= NO Yes No +2" 12 $41fille 10M $India Hurt Mr44 Single Hog Wadow W 1721) 00111512W NO Yee No 4.3" ,a 401011120ange Hung WrA §hVh. Hung "Plain Composite Vr x WIn 06FAW20117 NO yes NO *i-os 14 Serbs I= angle HV rG MrGl argle Hung TwIm Clomposia (M.V xMS,5 001007 No, YU No 1361635 MV Saito Hung lien Oorrpom (II i 7r 1, W17MO27 NO Yoe No 1335 01- 1: Swim In= Single Hung MV SlrQI. Hung UnOorpopflaj7r. M 001115=7 No yes Nb -40140 17 Sales t0f10 Slpls Xuig VIV lFrod.Wilh SIMU1614ung Flenliers 11011' )t M 10IQN2@t NO Yin No +301-:110 90*kAmunm Adar,"d I& Ut, "ammea Fro Llas MAN 91" AMR Prollod 96". Nuffiby at l PridjaUD-MIM inibere On Cuftwo, WAIZ See eruct PA.* I lao Series orThemeslar or Enmornplies VrAWrd High VIV linlign Forlonnarae alnoin Hung W xM es7f712007 No Yes No +30-110 Paro-46SIVORM 2 1000" orTharrmhur-or Enixonjews Avartl High %W Han Partmaoco alrob Hur%TWIM D&2tf1027 NO Yoe Pwbmww Single Hung 3 ISD 8*00 or-rharrmlaror VneWme orAvant! give M MA a Ing I * N U III T6 C b n*"(I or s 7r) NO Yes No +4(sM Hung 4 IM as" orThermaslar V 5WOpm WAVand 5 live VIV Single Hog Triple QNnpoalw (1 OW . S&S") 892L2027 No Y_ N. .3151-3111 HUM sox%A� Au use A-= For U*& A" PON, gal Praded Racial. Warner atNsrss PiladwalimilatJon "treatr"gired"Do ous�b Aftianow hot" 1 Serbs 10120 61wingi V01dow %W Owing M'd" WOOS). 73-1rz x 401 UM12M NO Yin me +33'w 2 swim 'Jim $I wina Wimoo- .w sift mso. * V X0. i9,ior .3n M12812923 No yes No +36t1v a SaramICIA20SlIdra Wintlow, Vkr,4 Sidra VW km CKUX, 11087x 00"I 027=3 No Yes Ni .31111-aa 4 Sores Invo SlIdno Whom Mrryl Odra Window QMX, 10a-x 110'I USQ7=3 No yes No +38135 Florida Onjiargri" of Budirms & Pralwallonal ReigWation Neer I dri Building Codew arW SUN ard a WOV2 Product Approvill AWkWori DOW adds SaSixer Dal., nab odp"Am 21k 719* 'ibriba N*..kthnt Cooled FballemarA Upon" Wilbert! R, Iihildelinill MCAftn" Aft'"al IVARI! Allinnation 20M Pois ro"Istion Joe "We" giard wrilloward now LE Lunn, PC -,:(.LC 07H4MO20 07M4ANXIC MAIMMM Apparad 006000'r. Wmwows Fibbinwn lusautortumrAmobtlan ISSI)02"4156 aubcals"T. alrak, Hung (641)1214M Mentor Usting Pffl[SPWU*P""*" Ile abm AD= Use Awnsved W Lim, 1m01gt genes Mal 111 Prodsalgiolditiog RA411fivat Polls in awba Single Hung Wn" 3rx 207 Mrryi Non4rnpod al Hung Widow 08122MC22 No Yes No "W4 2 pow IQ Spraw 9,06 Hung W'4ow, 64* x QW MVI Nonkapick Single Hum Wh:l*- 07"=2 No yes Ns +4946 a Palo 10 Sorin graft Hung WrdW W - or %Mnyl Norw-vsd alve Rea Wines. UY1092022 NO yes NO +O*W 4 Polls 10 Serbs Single Ring Wmilow AT x V Vinyl Nombipad Sive Hung Wholow OTA02022 No Yes No 4­So6W Page 10 serbai SIv* *Hun Wr4ow Wx aP UVN0n4MpW Single Hung Wlindam OW202M No Yoe Ni, +ssf-a pale 10 Dow Ong[* Ky. la Wmdow W X 7V MMV N[WIMN10 SvS " W40001 00700" NO Yes' NO + iiian 7 Pass in Serbs to" Hung Window 82-11rXim. Not�4mpgd 0410 HunaWindow Iiiii7amij No Yes N. += onabumamm Admemill ler Use AborrAid Pop Hoe bAld awn Prided 1lb"L Nuiffibor air NOM comma Gualrelleft OEM in 'obob Polls in Serbs Ongia, Hunii WrAoar We W M* NI Sligle Ming Window 0502= No Vs. +0410 2 Poft 19 Sedes grab Hung Wndow 34'xQr MVI NI Sive Hung WNW 0M9=3 No yea 14. '44645 a Pa" IllOmits ",SideHung Winder 4141.1111" V§Y Nar-leawASInab Hung wykktm 01KW= No yes Ni +601-M 4 Pow In Serbs Singlaflulng Wrdse SrxW Vq] NoolotpW give Hung WWOO 4SIM023 No Vol No +560.0 S Polo 10 Serbs give Kura Wndow 60-1W x av vino 40M­ift esoinqb Hung WIMClow 1011111=3 No Yoe No +001,w Florida Dawritinart of Buldroas & Prolassional Regulation PAW all MOO CW98 and standards siW202 Plroduct,Appw4l AlWk~ Datall R*. ashk Nk lapade DAN Ika ihm" ft—"ONO serf-W& tse ve 4006dBlr wriftied $owl% FaCAoWo* A00haliel RWHO Aftnefilon 211M NO Corporation Joe Halziqnaoraii W'cowsr4ow JaMftLRU*arRA* 471144= 070141=0 0Y24(2=0 Applowd oomooty. W11010" PabInion NsnubmWrmrAssoGotlan CRUCK Engines"M 4uhC*bp*yY Hand M411RlZOM (M)491.WV Co"Rom 100haill; C~on Ydrk or Ustra owpod-4ppwaow IsLooln oft A,ftwea EX R­ code tomm = hftwn 1 aerhill, 100 mny[ftwotwow(WXTGI 1:071*12022 No yes No +21511-25 2 Selfts I= oynVOCZ! No Yes No +25149 affliallm MVF1iEdVYMdwW(W'*fc1 ON1612022 No Yes No -506M 40-011100060 00.11,16 A AaWd"d for Use AdMUM&A W Lbw notild Awl Pradsd.lhtleL Muober aeNem. 0aeerertsaairotise Qore in Syliz SluWdsHNR PMEM 1 8" 10120 VlVR"d.4.Cbw(Wx?" 070151=4 No yes No +215-W 9 VV and windowporx 04.) tr"119=4 NO Yet 1410 +25621 a Iwo Moo Reso WIM60%, * iso.) 100004 NO V114 Na +W'_ -CU > 0 0_ 0 0 CL Ca L_ n Cn CD 0 0 CO — CO O L_ C1 C: CU C: 0 .0 -+- CU LL 4__ 0 E C_ F Cni CU 0 CU -0 W) CL CL MY Florida Departirront of Business A Prolhiasional ftufatlon Pepsi of 2 Bulding Codes and 8tandardo anemone Product ApprAwal AppIkAftin Dignall 11111mia, ii@';� 1: is ' i 1 ill 1 1 1 11 1: i I i 1 1 i 1 1 1 111 sea as 11, i i: 1; iii impiripm! I I i 009MMM Fak Rohrer. 00111 Poll! V4kP*nd 2" *Akh 1lasrfeoNwr FAcdftw& tfasme WkIliftyll low" FWAOM,01 AODAN"d a"3 Affl-atka, MM PoilkI in HWJ*" 811104 W11121oww'4130or Jones L 8 U*W, RE 4 UM412030, 07M4MO20 W12DOM Appro"d oebil Eftior Dom ROOM MenulleinnerAsawleflon COUCK Engineering 409mantr. arcilra WdarorDrorAwriblies (e41$12I4UM MOI)4914ow illaffrok 6amiladon W" or. Jadma PON.M.NWIRPMRaw Ij Adn9WWUd A= For in giadia Alias i4cisi. N l"Ra cu"Hm sialskat 1- 8eda 1lp2012dlgHinp9tiw Dope VIV 24'am['Cr Swilro Glass Ow Mr X961 11111=1 No Yes No .2s26 2 Sense IQ"" owing eba snw VIV give Panel F* 10'DW(SfWW34-1&1r QW2110M N. yes No ISIN'SS a *,4* IC120120 owngglass Dor Ydryl *ftm*!'0r 0drqViess Door Cff x W) 10iowpi No yve No -35!641` 1 4 Zles IQ"" owing elm Door VIV Single P" Fixed .0. Dooqswb*7'10- x No Yes. No 0eli0lrAea Aiaor4gell for Use Aosmead fier Use. kam RIM am I Prodd Mod*L Number w Now" PowerApseadall cob In SYR cubwa one* f Sees 180 or Enoomposs orMionliSwIngi Glass Door VIV2.110all6l 1G)r9wing Qm Door[WUP x 11124a081 No in* 211-1/n 2 barea, iw of Eirompm orAvarni Slift Glaft now VIV give penal FbadCr Door (ftlefft, S&IR, x IMISIM NO yes me il;I-Ien a Sense 140 or 9=ftpM W Atsarrill INWing Glen Door VIV 2,Psr*I �=Sllelrq Gleve noo'(17 x 82') DoxvMg No Yes 4 Serbs 100 or ENWpass of AVOM0,81wing tilm Door %Weli go Panel FIVA'd (Sdellas,47-172'x 02PI0411112 No y" RA +25`2111 "n R, QuaRsAwagnino, Im"Od fib, Use Ati=11gif" [moo, 22iw C= 5 U I A111 pwaig Nadal, lijink at maris PradeaDba"am pas in WA Colakilig HM $bMI.SeI ohisinot, C*A I Swiss 100 or R N*. pass orAvennowing Qlm Dow VIV 2-Panal"MC SINDU 0ass Door Mr IrXx 0240111111 NO Yes. No +2960 CL) per 2 sarealso or emornpass CrAwd Swig;aide Door VW Single Panel Plicad V Door prisaills, 3&iX x UN(SI022 NO yes No +40-40 :w ILLJ Cm CD C, C= 8WIN6 lan or encomms orA""Slisir; aim Door VIV 244"1-C)r sift owe wpria42-) %S!4t2%2 No Y1* Ra *01" r_ 4 Salem ISO or Emwpm orAwnfl Sloligiolazz Door VrPA Single Paris! Flml T' Door (41wallis, 47-1 rr x No yes 12645 L3 4 W C) I CO Co 01 y .err C5r. Q) CIA sa Cj G) = C= Cc 4n tr. Ca re C, August 10, 2022 1 SHEET NO. PA 1.2 a--r N ,.0 N C6 O V p = N O ' � Simpson Strong Tie 2Q20 FBC Approved Products r Fcrdirectlnkstball S3T:§pproVMslsterlbelow,.0 CLICK HERE. :U datad,2/30. 020 p - /@. - � Simpson strong Tte 2020 FSG Approved Products For direct lnkstoatSSTiapprovals Ksted below, CLICK HERE: Updated 12l3/2 R pd.. d t7. g2. - Simpson Strang Tle 2020 FBC Appraved.Products For direct, links to all SSTappr"It, listed bei&,,CLICKHERE;. at 2 6/2 2.. Updated _. .5. r. . I �' C Approved Products Simpson t ong T e 202 FB App uc sC�� For d1WtInks t6ofSSTapprovL Q;Vsted below, CLICK HER , f30 0 0 Updated 12 .. iZ O L_ LL .fem:and For additional lrxma#iarag. rdStatewide. 9Fad4s Produ. ApproyaS Mand- Pada County or'Aaaa tflnaa(RlO _ dtkttal inormaton [egardin FI� ies siratewide P ddu.tARAYoyatSYsterrand Mn-Dade'Count For _ a_ Ndt e-oPAcce tae._ d dItpalIm rma_dn _rdlFIesSslewldePraduc rDuet:- tomand.Maml-D aCouofxNatlC For aA_ _ .- ot/cca tan- a -(.4...A, CLICK MERE : For addlonaI ,Mc-rmatla1re9a_rdi.n9 Florida's Statewide ta.wldePro_du,c t Approval to mendMaCounty hNarPo,.`of.A.aca.......�JCLICK HERE. t V • n♦ � . � +W-r 4_0 F02355•R7 FL#10446-R6 FL#10456-RS 11 HUS HUSC series hangers Face -mount hangers available In widths ranging from 1.518" to 3. _(%) 9/16" and heights ranging from 4.5116" m 11'. Concealed flange U -0 Sea # Product Model, Number or Name Product Description BSS9 f Product Modal. Number or Name Product Descrfntion Sea # Product: Model. Number or Name Product QiiWdotlon version (H USC) available for models having width equal to or O Q ja 1 Titan Stainless Steel Concrete &Masonry Screw (fTN-SS) 114" diameter stainless steel masonry screw 1 A29AKA23, A33, AASS, A44 Angles 1 HT, 8TB BTH Brick7ies greater than3-9116". = - �- L O0- L Q 2 APA21, APA4, APA6, APVA21, APVA4, APVAB Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-V8" to 3 3Q APB44. APB44R, AMOS, APEWR, APt38$, APB86R, APS1010 APE1010R, APV844, Outdoor Accents Post Bases 3 CS14. Gst6; CS18. CS20, CZ22 Coiled Straps 518'"and heights ranging from 9.1/4" to 16": O L _ FL#9589•R6 APVB44R, APVBW, APVB$8R, APV898 APV688R, APV81010, APV8101 OR 4 CSHP16, CSHP20 Coiled Straps. 13 LGU3 25-SDS, LGU363-SDS LGU5.25SDS Face -mount hangers M O :,, _+ Co 4 APDJi2-0, APDJT2R-4; APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compressionlfension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers Q Sea # Prgduct Model, Numbaror Name Product DBscrfption APVDJT2R-G. 6 DSP, SSp TSP Sled to Plate tie 15 LUC26Z, LUC214Z Face -mount hangers E Q Q 1 SD10112DB6 Outdoor Accents Connector Screw 5 APHH46, APHH46R; APHHBIO, ,4PHH610R :Outdoor Accents Hanger 7 - Hi, H10A, H2,5A, H3, HQ H7Z; Fi16, H165, H16 2, H16 2S HumoaneTles: 1 B Sser' s hangers LU le h ge Face -mount hangers available in widths ranging from 1-9116"to 4- 9 9 9 Q L i•� �- 2 SD9 2 SD9212 S010112,'SD' 021 11 1 2 Strong -Drive SD Connector Screw 6 APL4, APLB,APT4, APT6, APVL4, APVL6, APVT4 APVT6 Outdoor Accents and T 8eam to CrrlumnTies i 8 HOT2, HaT 3, HGT 4 Heavy GirderTiedown 5/8" and heights ranging from 3" to 10-15116", g 9 9 fn Q (� Q 3 1 S : $D SD91 2 S., . 9212SI$ Strong Dnve,SD Conhsotar 1$$crew 7 APLH24, APLH24R, APLH26 APLH26R, APLH210, APL1121OR OutdoorAcoents'LightHangers 9' H524 HurrtoamaTie 17 - 7. -S SFace-mount-h MGU3,63 SDS, MGU5.25 BDS, MGU5.60 SD5 MGU5,62 SDS, MGU 00 D ' e s,--� hangers 4-- co(Q `^ 4 r SDCF22434 r5DCF22.112- SDCF 28' SDCF2 70 D F2285 C 21 14, 2 14. 2 O, S G 8, SD F2 . 4 Shrohg Drive SOCP Timber. CF Screw 8 BVLZ Brick Veneer Ledger 10 HSS2 SOS1.5, HSS2, 2,5DS3, HSS2 3 SDS3. HSS4 5DS3 Heavy Stud Shoe 18 MIU series hangers Face -mount tan ers av i able m widths a In from 1 971 to ,- g a 9 9 1- SDCF22I 134, SDGF221334, SDCF271958 SDC17272356; 9: CST2Z, CST4Z Concealed Beam Ties; 11 HST2, HST3 HSTS, HST.6- Straight Straps 1/$' and heights: ranging from 6-15116"to 19 112". 5 SDCP224.34 SDCP225i2. SDCP22614 SDCP22700 SDCP22858 SDCP2291`2 Strong -Drive QCP Timber-CP Screw 9 S . J 3Z C 4 CJ 5 - CJT6Z 10 G T JT Z, T Z, Goneesied ;total Tres 2 TS16 H 0 HT 4 H 28.. HTS30 HTS30C Heavy Twat Strap 1 H , TS2 , S2 , TS _ ,. avY T p hangerrs 19 MUS26- MUS28 Face -mount han ers 11 DJT14 Deck Joist Tie 13 HTSQIBKTZ HTSQ20KTZ Heavy Twist Strap 20 SUR,SULSURC;SULCserieshongers Skewed face -mount hangersavall2blelhwidths ranging from l- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 911a" to 3-9/1B" and heights ranging from 3-1N 6" 1a 1334" 7 SDS25112, SOS25134, SDS25200,.-SDS25212, SDS2530O; SDS26312, SDS25412, 9 :Stroh-DnveSDS Heavx -Du -'Connector Screw 13 FC4. FC6 Framin Clips 15 LSTA9,-LSTAI2. LSTAIS, LSTA18 LSTA21, LSTA24,.LSTA30, LSTA36 Straight Steps Concealed flange version (SURC; SULC)-available for all double SDS25500,. SDS25BOD,SDS25W0 14 FWANZ Foundation Wall Angles 16 LST149, LSU73 Straight Straps 2X and 4X models; on ly acute flange is concealed.. 8 SD525112SS, SDS25,200SS, SDS25212SS, SDS2530OSS, SOS25312SS Strong -Drive SDS Heavy -Duty: Connector SS Screw 15 GA1. GA2 Gusset Angles. 17 LT820, LTB40 Bridging . 21 U series: hangers Face -mount hangers evallatile in widths ranging from 1-9116"to 9 SDkVF2716; SDWF2720, SDWF2724SDWF2726, SOWF2730 Strong-DriVeSDWF Floor -Floor 16 H2A, H25T, H8, H10A•2; H1OS, H14 HGA10 HurricaneTies 18 LTS12, LTS16, LTS18, LTS20 LightTwstStrap Wand heights ranging from2-5J8 N 11.1J4". 17 HCJTZ Heavy Concealed JostTi 19 MGT MediumGirderTiedown 16 HH4, HH6 Header Hangers 20 MST27, M5T37 MST48: MST60, MST72 Straight Straps FL#10007-RB 19 KBSIZ Knee -Brace Stabilizer 21 MSTAR, M8TA12, MSTAI5 MSTA18, MSTA21, MSTA24,MSTA80, muiS A36,-MSTA4g Straight Straps FL#10667-RB 20 L30, L50, L70, L90 Angles 22 MSTC2% MSTC40.1 M&C62; MSTC66 MSTC78 Straight Straps Sao Product Model. Number or Nam lon 21 LCEA, Post Cap 23 MSTC4883,M8TC6683- Pre -Bent Straps Sea ;# Product Model. 'Numberor`Name ProductDescrtoffon 1 ATR318 ATR1l2 ATR5/8„ATR314 Threaded Rods: 22 LS30, LS50, LS70, LS90 Skewabla Angles 24 MSTi26, MSTI3i5MST148 MST160; MSTI72 Straight Straps 1 BA series hangers Top flange hangers available m widths ranging from 1-9l16' tc 7-2 2 __. ATUDS, ATUDB-2 RTUD9, ATUD9 2, ATUD9 3, ATUb14, RTUD14 2 . , Aluminum Take -Up Device- 23 LSC'� .; Adjustable SFait:Stringer Connector 25 MT512, MT51$, MTS18i MTS2f3, MTS24C MT63A, MTS30G Medium Medium TwisfStrap 1 " i ati . from -VO' , 1 8 and heights r ping rain T tq:3p' 3 78 BP11 P' BP3 2 2, BP1J23, BP5/82, BPofB3, B 3I4, BP314-3; BPRTUD3-4 Bearing Plats 24 LSSJ26t2, LSSJ26RZ; LSSJ281i LSSI�iBRZ, LSSJ2i0LZ; LSSJ210RZ Field Jack Hanger 2ni C1(GA2x10-1.2, NCA2x1212, NC{!2x8 16, hiCA2K94 1B. NC;42x12 16 Budging; 2 DGBF series hangars e hangers i la i wdth ranging from 3 .a/8 to 7 To flan n s a a lab n s r p g h 9e 9 g 4 '- CNW318, CNWi12. CNW51$, CNW314, CNW3/8.1J2, CNW314.51$ Coupler 25 LSSRi 81;USSR21, LSSR2,37 LSSR2,58: LSSR210 2, L5SR41O .. Field Adlustable'Slopeable/5kewable Hanger 27 RCWB12 f2CWBi4: in Wall Bracing 118"-and heights ranging from 9-14`1624", 9 9 9 5 CTU065, CTUD65 CTUD6 GTU0754 GTUD76 CTUD77 CTUD87, CT_UD88_. G7UD_9.7:. CaupIrug TakUp Device 2B LTP4, LTPo To Plates 28 RP518RPS2, RP528 Repair Piata $ap 3, DGF series hangers To 'flan a hangers avatlable.ln wndths ran ing from 1-112„ to 3- CTUD96, C, TUD99 27 ML232, ML24Z, ML282 ML28Z ML21OZ Angles 28 RSP4 Stud to Plate Connector 5/8"and herights ranging from 7-1,14" to:24". 6 N3, N4, N5, N6 Heavy Hex Nuts 26 MMH8 Roof Tie -Down 30 5P1 5P2, SP4, SP6, SP$ Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1 3/4" to,3- 7 RTUD3;RTUD3B,RTUD4,RTUD48,RTUD5,RTUD6,RTUD7,RTUD8. Ratcheting Take-U p Device: 29 MMHC, Hinged.RnofConnectDr 31 SPH4,SPH6SPHB:. Heavy Stud Plate Tie 513"and heights:rang ingfrom 9A14"to24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26; MMLU26 2, MMLU28, MMLU28.2, MMLU210, MMLUI211, MMLVI39, MMLIJQ11 Face -Mount Han gets 32 SS1.5, S824, SS3, SS4.5 Stud, Shoe 5 EG5, EG7, EG9 aeries hangers Top flange hangars available in Svidths ranging from 5-114" to8- 9 TUW38 Take -Up Washer 31 RSC, RBCP Roof Boundary Clips 33 ST9, ST1;2, ST18. ST,22, S7292, ST2122,, ST2115 ST2215, ST5215, ST6224, ST62W Straight Straps - 718" and heights ranging from 11"to 32-1IZ', 10 URS3 318" Uplift Rod Run Tiedavvn System 32 RST-3 Roof Tie -Down 34 TB20, T1927, TB30, TB36, TB42, TS48, TB54, TB56: T660 Tension Bridging; .6 EGQ series hangers Top flange hangers availablein widths ranging from 3-5/8"to7- II URS4 1/2" Uplh Rod Run Tledown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWW2, TWB14 Wall Bracing 114" and heights ranging from 11-11X'to 3T. 12 URS5 518" Uplift Rod RunTiedown System 34 STC STCT,:IDTC. HTC4 Truss clips 36 VGT, VGTR,: VGTL Variable Pitch Girder Tiadpwn 7 GLS series hangers Saddle hangers:available in Wdths:ranging from 3-114"to 6-718" 13 URS6 514" Uplift Rod Run Tiedowm System 35 TJC37, TJC57 Truss Jack Clips 37 W5106, W131060, W8126, WB126C, WB1430 Wall Bracing and heights ranging from 8-142' to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- IM" and heights ranging from I V to 32': FL#10441-R6 FL#10531-RS 9 HB series hangers Top flange hangers available in widths ranging from 1-9116' to 7- FLL#j0447-R5 1/2-and heights ranging from 8" to 30" Sea # Prbduat Model. Number or Name Product Desotintion ,gggj Product Model. Number or Name Produot Desonbtion 10 HGLS series hangers Saddle hangers available in widths ranging from 6-114" to S-PS" 1 DTT2 Hold-down Sag # , Product Model, Number or Name Product Descriatloh i' CBH2 37x53, CBH2:37x7.63 CBH .37x9.75 Concealed hangers and heights ranging from 10-112'to 28"- 2 HDC1014, HDCi0t22 , . . Hold-down 1 AHEP Adjustable HIp End Connector 2 DU DHU; TOHUTF series hangers , Face -mount (DU, DHUrand top Flange (DHUTF) hangers 11 HGLT series hangars - - Tdp flange hangers available ln wed t 5 h ranging from 3 1!4„ 10 8- 3 HDQ8, HHOQ1'1 HHDO14 Hold-down 2 DS02R-SOS3, DSC2L-SOS3; DSC5R-SDS3, DSCSL SDS3 Drag Strut Connectors available in widths ranging from 1-9/16" to 3-9118" and heights 718" and heights ranging from 7-1124c V', 4 HDU2, HOU4, HDU5; HDU8, HOW I. HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 91116'to23-15116" 12 14GLTV series hanger6 Top flange hangers available in wdths ranging from 3-IX't6 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81; HCP2j HCP4 Hip Corner Plate 3 HGU3.63-513S HGU5:25-SDS, HGU5.50SDS, HGU5.62-SDS, HGU7XQwSDS, HGU7.25- Face -mount hangers 118" and heights ranging from I A"lo 33", 8 LSTHDB; LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC4Z HHRC42-2; HHRC4/1,81, HHRC44,, HHR05.25i3:25. HHRC537Y3AZ Heavy Hip to Ridge Corneal us SDS. HG,U9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/16"to 3- 7 MASA, MASAP Faundation anchor strap: HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.518" to 7- 9/18" and heights ranging from 18" to 26". 8 MPAI32, MPA144 Strap -style purlin anchor _6 HRC1.81., HRC22 Hip Ridge Connector - 3/8" and heights ranging from 5-6MV'to 12-7/8". 14 HUSTF seres hangers Top flange joist hangers available in widtdhs ranging from 3:1/8"to 9 PA18, PA23, PA28, PA35i PA51, PA58 S'tr9p-styl6 purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hangar 5: HHGU5.25-SDS, HHQ 5.a0-SOS, HHGU5M SDS, HHGUTGG0 DS; HHGU7.25SDS, Face -mount hangers 3-9116" and heights ranging from 5-318" to 13-118". 10 PAi18, PA123, PA128. PA135 Strap -style purlin anchor :8. LSU26, LSSU28. LSSU210 Light SlopeablelSkewable.U_ Hanger HHGU9,00-SDS 15 HUTF, HUS, TF series hangers Top flange hangers available in widths ranging from 1-9116"to.5- 11 STHD10 STHDi 0RJ Strap -style hold-dpwm 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210.2, HHUS46, HHUS48,, HHUS41D, HHUSS 50114, Face -mount hangers 1/2" and heights ranging from 3 7/1.61015". Concealed flange 12 STHDI4. STHDi 4RJ Strap -style hold-down 11) TC24, TC26, TC28 Truss Clip HHUS7.25/10 version (HUCTF) available for all models Having width equal to or 11 THA29, THA213, THA218, THA218»2 THA222.2, THA413, THA41 B, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC soVes hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-gfle',. THAC422, THA42$ THA422.2, THA426-2 IJB" to 54M and heights ranging from 4-314' to 15-3/4'; 16 HWP series hangers Top flange hangers available in widths ranging from 1 9118" to 7- � 12 THAIi.81/22, THAIZbW2, THA12112Z THA1222 THA1322, THA13522; THAt422 Adjustable Truss Hanger Sited for kJo sts Concealed flange version (HSURC; HSULC) availapie for all IJ8" and heights tarnging from 5-3/6'to 28'. C=, 13 THAL422, THAR42,2 Skewed Truss Hanger double 2X and 4X,models; only, acute flange is concealed, 17 HWPH series hangers Top flange hangers available in widths ranging from 1.0/16'10 7- C� 14 THJA26 LTHJA26, LTHMA Multiple Truss Hangers 6 HTU26i HTU28, HTU21"0, HTU26-2; HTU28=2, HTU210.2 Face -mount hangers 112" and heights ranging from 5.318" to 32'. 15 THJM2-4-SDS3 THJM2-5-SDS3 THJUZ6 THJU26>W , Muki le Truss Hangers R g 9 HU HUCserles,han ers, , 9 Face -mount hangers available in widths ranging from 1-9118"to 7- 9 9 18 ITS series hangers Top flange hangers avaiable in uofdths ranging from 1-VI V'tc 3- ® p w 16 TSBR2-24 Truss Spacer-Restralyd 112" and heights ranging from 2.718'to. 'I91t4"_ Concealed flange 5/8" and heights ranging from 9.118" to 16". CL oil 17 VPA2 VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for -all modals having wltlth equal to or 19 Je series hangers Top flange hangers available in wdth of 1.91i i3'' and heights r� e+� 18 VTCR ValleyTruss Clip greater than 2 9116' ranging from 5.318' to 7-114". LL1 m 10 HUCO1.81'19SDS, HUGGI S JI I -SIDS, HUCQ210.2SDS, HUCO210-3-SDS; HUCQ310- Face -mount hangers; 20 JBA series hangers Top flange hangers available in uudth of 1.91I8" and heights go n v- cv e SDS, HUCQ410 SDS, HUCQ412,SDS, HU005.25/9SDA HUCQ5.25211-SDS, HUCQ610- ranging from 9-3/16" io 113-118". SDS, HUCQ612-SDS nil �. E C, « g 3 3 � ci fyW U � C Q C E �a O 61- f..r O • Strang -Tie 2t)20 FB:C Approved. Products updated 1z1aor2ozo � Simpson Strong -Tie 2020 FB.0 Approved .Products updates 1213tx2o2o • ®Simpson - Strong .Tie 2020 FB.0 Approved. Products Updated 12rst MO - ® Simpson 5tro -Tie 2020 FB:C Approved Products A rig pp updated 12/aa2020 .Simpson For direct Inksio all SST approvals listed below, CLICK HER For direct Inks to all SST approvals Ned below, CLICK HERE For dlad Iinksto all SST approvals listed below, CLICK HERE Fa direct Inks to all SST'epprwels Isted below, CLICK HERE _. iti l , . .. Far d itronal information r xi I s Statewide Product t e M d CLICK a d w, ward 9 F ands. P od a ApProvalSyst m and -Oa a County Notice of Acceptance SNOA), elTa Sr ..-. .. For additional infamatPn regarding Flenda s Statewide Product A naval: lain -and Mamr-Dad Gorur @9 9 pP . �"sx+ a County :. cuc1C HERE Notice Acceptance NC)A , of R _. (. -. l d io do ..rig .' ., .... al C For additional information re ardor Flondas Statewide Product Approv_ Syeiem and Ntarrn-Dade aunty g ..... Q .. ... of Acceptance C) -CDCKHERE Notice PtanaS tN A}, ti :- .d .. -' - ' d -System :: -0a eCauN For additional viformauon r ardor Florida's Statewide Product Approval and Marro d n d Big , 9 pp -County - `CDCKNERE, -a arc -N pt ) Notice of Acc e ( OA , 21 LSseries hangers. Topflange hangersavalablein•width oflo16' and heights' FL#114 -115 16 SrLBVI.56, SJLBVI.81, 51LBV206, SJLBVZ$7, 5/LBV2:56, S1LBV2:e8, SiLBV3;12, Top Flange, Joist 5 SET-XP Adhesive Anchor for concrete ranging from 5.3M" to 15-1/8": SJLBV3,65, S7LBV3 62.,S/LBV4 16, S/LBV4.12, S/LBV4.28, S`LBV4.75; S/LBV5.50 6 Strong-Bolt;2 (STB2 STB2.4SS STB2.68S) Strong-Soft'2 Wedge Anctiorfor Concrete available in carbon 22 LBAZ series Bangers „ Top flanges hangers available In tMdYn of 1 9116 and heights ;Pro u Model. Number or Product Description 19 " 51LTT2Q SIDTT2Z, Sill-i7T14, HT7�4, HTT5 Holdixans steelandT as304.Arrd316steinlessMeal S`P rsr)Qm from 9 9 f -, HHUS210 3; HHUS21Lr-�} Joist Hangar 20 S(MST60, S(MST72 Straps 116 mil j1 Agaj 7 - Titan HD (THD H THD HMCo, THO-H46S, THO HBSS, TND=CS, TND CS65S) v< a masonry Tilton HD Hea g DutyScr w Anchor for Concrete and maao Y 23 LEGS LEGS, LEG7 series hangers To flangehan hangers available in ranging from 3-114" to 6- pg 9 _9 2 HRS6 HRS8: HR512 Ste Ties p 21 SP4, Sp6 Stud. Plate Ties avaiable rdth box head in carbon steel and Types 304 and 316 718' and heights tonging from e" to 33-117'. 3 HUCQ210-2-SDS, HU002103•SOS; HUCQ310-SDS Joist Hanger 22 SSP, DSP'TSP Stud Plate:Ties stainless steel, or with Countersunk head in carbon steel and 24 MEG5, MEG7series hangers Top flange hangers available in'widths ranging from 5-114" to 6- 4 THG82, THGB3 THGBH2, THGBH3; THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718' and heights ranging from 9"to,32112'. 5 THGQ2,SDS3, THGQ3=8DS4:5, THGQH2-SDS3, THGQH3-SDS4:5 TH4!QH4SDS8 Joist Hanger 24 T8022 Truss Brace Diagonal 8 Titan HD Rod Coupler (rHD37634RC THD50934RC) Then HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available rinwidths ranging from 1-9/18" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Then HD Threaded Rod Hanger (WDS25158RH, THDB37158RH; TH037212RH; Then HD Threaded Rod Hanger for concrete 1/8" and heights ranging from 9-114'to 24". THD50234RH THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9/16'and heights 10 Wedge All (WA) Wedge -All Anchor for masonry ranging from 3-Wfi" to 7-10. FL#1 f473-R5 FL#13904-R5 27 28 RR WP series hangers Ridge rafter connector Top flange hangers available in widths ranging from l-9/16'tio 7- Sea # Product Model. Number or Name Product Description Sea # Product Modal. Number or Name Product Description F1_#16230-R8 1/8" and heights ranging 9414" to 3Z"• 1 DETAL20 Double Embedded Truss Anchor 1 GCQM3 62-SOSHOG, CCQM4.62-SDSHDG, CCQM5.5(1-SDSHDG, ,CCTQM3.62-SD'SGi Masonry Pier Caps 2 FGTR, FGTRHL FPTRHR Girder Retrofit Anchor 0CTCA4 62SDSG; CCTQM5.50-S0SG, CCCQM3.82-S08G. CCCQM462-SDSG, Sea # Product Model. Number or Name Product Descrtntfon - 3 H18, H16S,,H15zZ H16-2S Hurricane Tier. - GCCQMa,5p-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete:,or masonry - FL#10860.RS 4 HETA12, HETAIB HETA20 HETA24 HETA40 Embedded Truss Anchor 2 ECCLQM3 62G-KT, ECCLQM4.62G-KT, ECCLQM5.50G•KT, ECCLLQMO3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adbesrve for masonry 5 HETA LI2,HEfALi6,HETAL20 Embedded Truss Anchor C-CGLLAMD4.'62G-KT,ECCLLQMDS,COG-KT,ECCLRCiMD3:62G-KT,'ECCLRoMD4:ra•2G- 3 SET-XP SET--XPHigh-Strength Epoxy Adhesive for masonry A5A Product Mod Number or Name el, roduc D crfvtion i .� 6` HGAM10 HM9 Masonry retrofit con Y KT,ECCLRQMD550G-KT 4 Skron Bait2(5162: g ) Stroh Bok2laledgeAnchorformasonr g- Y }e ^^'' W 1 ABA44.ABA44R,A8A46.,:A�BA46R,A8A66.ABA86R Adjustable Post Base 7 HWEfA16,HHETA2t7,HHETA24HHETA40. Heavy Embedded :Truss Anchor 3.: HGUM525::HGUM550,HGUM7.D(7,HGUM725 HGUM9.(3Q s Heavy Masonry Henger,. 5 71ten2 [J: (TT. 2j Titen2ScrewAnchorfor.Conecete 2 r r ABU44 ABU44R A$U46; ABU46R ABU5 a ABU.o-6 ABU65 ABUB , ABU66R. ABU88: , 6. Adjustable Post Base J_ 8 LQT2 LGT3 SD 2:,a LGT4SD53 ,. S GlydarTiedowm 4 , - LGUM26.2, LGUM26.3. LGUM26-4; LGUM2&;a LGUM28 3, LGUM2& 4 LGUM2i02, , Masonry Hangers Y 8 to H a . HD- BSS T D CS68 Titan D (fH H4SS, T H H S] v a t v Titan HD Heavy -Duty Dut ScrewAnch r for concrete available able In 304 y y ASU88R, ABU1010, ABU1'01DR, ABU1212 ABUI212R 9 LTA2 Lateral Truss Anchor _ LGUM210-3, LGUM210-4, LGUM46, LGUM48; LGUM41d _ or 316 stainless steelwflh heu head and Ste stainless steel with . 3 ABW44Z ABW44RZ, ABWd6Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 Adjustable Post Base 10 .. : META12, META16, METAtB, MEfA20 MElA24.; META40 Embedded Truss r a r . r MBHA3:1219.25, MBHA&1211125; MBHA3:a6/7 25, MBHA3 56/9-2a, MBHR3;56111 25; MBHA3.5611188, MBHA3,50114, MBHA3.56116, MBHA3.56118, MBHA5.5017 25, Masonry7op Flange Beam Hanes Turbo ecuntersunk:.head. Tften Turbo Screw Anchor for z 4 A04, A04R; ACE4, AC6, AC6R, ACES Post Cap 11 M3TAM24, MSTAM36; MSTCM40, MSTCM60 Strap Tie for Masonry 7 Titan (TNT) concrete or mason ry 6 BC4, BC48, BC4R, BC6; BC6R, BC8, 8CS2-2J4, BCS2-316 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSWO Twist Strap for Masonry MBHAS_5019.25 MBHA5.50111.25, MBHA5:50111..88, MBHA5.50114, MBHAS 50/16, e C644, CM, CB48, CB66, CB08 Embedded Column Base MBHA53D1I8 7 CBSC144-SDS2, CBSt146-SD52, CBSUOS-SDS2, CBSQ86-SOS2, CBSOWS052 Embedded Column Base - 6' MBHU3 5SJg,25, MBHU356111 25, MBHU3.56111 88, MBHU3,5&14, M13HU3.50116; Masonry Beath Hangers FL#16937-R3 � 8 CC, ECC ECCU Series Bolted column caps with WI ranging. from 3-114"to 9-112" and. j=L#11496-R5 MBHU3.56118, MBHU5:6019.25,, MSHU5 50/11.25, MBHU5-60M 1.88- MBHU5:50114, W2 ranging from 3-5/8" to 7-VZ' MBHU5 50116, MSHU5;50118 5 YF Product Model. Number or Name Product Description O 9 CCQ-SDS2.5, ECCQ-SDS2 5 Series Skewed column caps Wth Wi ranging from 3.1/4" to 9.1/2" and Sea # Product Model. Kum her or Name, Product Descringon 1 X34610i6.5K; XI51o16,X1 B1016.414, XQiS1016, XQ1 S101e-4X #10-18 Strong -Drive XMetalSeU-Drilling, Tapping Screws with #3 L W2 ranging from 3=5/8" to 7.112, 1 OTT1Z Deck Tension Tie Drill Point ^� 10 CPT44Z CPT66Z CPT88Z Concealed Post Tie Base L 2 HDI2 HD19: Bolted Holdowns FL4k13975-R8 2 XLQ114T11224, XLQ114B1224-2,K 412.24 Strong-Drive,XL Large.Head MCI Self -Drilling Tapping CL 11 12 EPB44A, EPB44, EPB46, EPS66 EP84Z Embedded Pest Base Embedded Post Base- 3 4 HD3B, HD5B,, HD7B, HD$B HTT4, HITS, HITS-3)4 Bolted Holdowns Tension Ties Sed # Product Martel, Ngruber or Name Product Descadtam 3 XMQI14S1224, XMQ114W224.211 Screws with #5 Drill Point antl Large Diameter Hex Washer Head 412-24 Strong -pave XM Madium-Head Metal Self -Drilling, 13 LC844 LC666 , Embedded Column'Base 5 LTTi LTT B LTTI 4 L T .. 20 3 L fit e s ig T nswn Ties 1 SDW223p0 S 2338 5DW22438 SDW22458 SDW225p0 SDW22 p0 SDW2263$: _, DW2 , ,, ,. , , . 6 Stroh' -Drive 5DW EYVP PLY:and TRUSS -PLY Soretivs' 9 - - Tapping Screws with #5 Dr111 Porntand Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDW22634 4 X011451224. XQ1fi4B1224-2.6K„ X114SI224. XQ1I2S1224, XQ112131224-2K #12-24 Strong-Arive XMetaf Self Drilling, Tapping;$,crew$ with NG Drill Point U 15 MP6447,MPB66Z,MP8867 Moment Post Base, 2 SDVVC15450.SDMI$000 Strong -Drive SDWC TRUSS Screw 16 P844, P644R, P846, P666 PB88R Embedded Poi Base FL#13628-R8 3 SDWH19309D SDVi'H19400D$. SDWHi0600DB, SpWH19800DB; SDYUH1910O0DB Siren -Drn+e SDU1W TIMBER-HEXScte+r a XU�1S10fi6 XiJ3461018.5K #90-16 Strong-DnveXU fthetal Self-Dnl4ng, Tapping Scrat^5 with 17 PBS44Jt PB546. PB966 Embedded post Base 4 SDWH27400G, 9DWH276005SDWH278D0G, SDWH271000G, SDWH2712000 Strong -Dive SDWH TIMBER -HEX HDG Se2w #1 Drill Point 18 PBV6 PBV10 Round Post Base Gap Product Model. Numbs yr Name SB518x24, Product Descrfvtifort - 5 SDW516212, SDWS4630Q SDWS16312 5DWS18400 SOWS119800, SDWS226D0; Strong -Dive SDWS FRAMING Screw Grade) O 19 PC44-18; PC46-16, P048-16. PC64-16, P066-.18; EPC'44-16; EPC46-16; EPC48.16; EPC64.16, EPCS&IS Post 1 2 SB718x24, SB1x30. SSTBI6 SSTB20, SSTS24 :SSTB28, SSTB34, SST63e; SSTBi 6L, SSTB2DL, SSTB24L, SB Anchor Bob SSTS Anchor Bolts 6 SDWS19712, SDW5224DD,SDWS22540 SDWS22512, SDWS22800, SDWS22900, SOWS221000, SOWS221100, SDW522120D, SDWS221500 Strong -Drive <SDWS.TIMBER -Screw (Interior FL#35320-RO L 20 PC4Z. PC41RZ; PCSZ-, PCBRZ PC8Z; PCBRZ; EPC4Z; EPC4RZ, EPC6V_ EPCBRZ, EPC8Z, Post Cap SSTB28L 7 SOWS2230ODB, SDWW2400D13; SDWS72500DB, SDWS22600133, SDWS228001313, Strong -Drive SDWS TIMBER Screw (Exterior Grade) EPCBRZ SDWS2210000B Sea # Product Model. Number or Name Product Descriotron 21 PPB44-4Z; PE644-62 Post Base 8 SDWS223124613, SOW522512DBB Outdoor Ascents-StructuralWood Screw 1 DSSC643:5; DSSC64S, DS 3CB48, DSHS Bypass Framing Drift StrutConneCtof 22 RPBZ Retrofit Post Bass FL#13872-R4 9 SDWS2730OSS,SI3WS274005S,SDWS27500SSSDWS27600SS,SIDWS27800SS; Strong»DriveSDWSTIMSERSSScrewv 2 FCS435,.FCB45.5;FCB47.5,FC849.5FCB411.5 Bypass Framing Fixed -Clip Connector �/✓'� SDW527100056, SDWS27120W$ 13 FPHSD34S1016, FPHSD3481016, FPHSD34B1015-5K; FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPH'SD Framin94o CFS-Self- FL#10866-R5 Sea # 1 Productmadel. Numbar or Natty CMST12,.CMSTI4, CMSTCI6 CS14 CS16, 0818, CS20, C522 Product Description Coiled Straps 10 11 SDWV13400 STN22 Strong-DrnreSQWVSOLE-TO RIM Screw Outdoor Accents'Hex-Head Washer 4 FPHSD34B3214. FPHSD34B1214.5K L$FC2.25,;LSFG4425: LSFC6.25, SFC2.25;-SFC4'25, SFC6.25 Drilling, Tapping Screws Steel Fleming Connector CIO 2 HRS8,HRS8,;HRS12,FHAS,FHA9:,..FHAl2,FHAi8;FHA24,FHA30,.MST126,MSTI36w Straps 97mil(12,:ga) 5 LS;$C4.25;.;LSSC82,5,.SSC2.2,5,<SSC4.25.SSC6,25:MSSG225 MS5C425,MSSC6:25,: Steel. Stud Connectors &AA Prod uct NuIn bar or Name Product Descrititlon S7 MSTI48 MST160, M&17,2. SIMST27, S1MST37, MST48 MSSC4.25KWMSSC625KW 1 FJA, FSA Faundation Anchor 3 NTSI6, HT'a20, HTS24,:-HT528 HTS3fl, HT53DCi. Heavy TwistStraps .PL#1.5363-R3- 8 RCKW3, RCKW5,5, RGKW75, RCKW3S, RCKW5.6S Rigid, Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LwSTA30, LSTA36, LST144, LST173; M$TA9 MSTA12, MSTA1a, MSTA18 MSTA21, MSTA24 Straps'43 and (189a) 7 SCB43.5, SCB45.5, SCB47.5, SCS49 5, SCB411 5, MSC645.5, MSCB47.5 Bypass Framing Slide -Clip Connector ^^ L.L. 3 G -6 G 6-S G -- H46 N4 H48-6 GH48 8 GH410 6 GH410-8 GH86 6 GHB6-8 GH68 GHB8- ,, 6, . GlyderHa e Hanger 5 A9 L L A95 STA 8 L5TA21 LSTA24 ST292 2122 ST211 51-22'15 LST sTA12, 5T , L 1 , ,;T 5, l 0 tr Steps m (2 .g„) Sda # I N P uet Model, umix:rcr Name �At{ s'L� roduet Describtlott P 8 _ SGS 25! 7 SCS62 5 SC 3 !i 18 SC582 53I1$, 3 ..9 , 1&7 S6 i eehr Bypass Frain Connector Yp n9 8, GH610.6; GH613-8 6 LSUBH3.25, SUBH3 25, MSUBH3.25 Bridging Connector 1 AS 18, AS 18$5 AS 18_SG 18 ga.. Truss Plates 9 SOW 2,5, SCW5,is Head -of -Wall Side -Clip Connector 4 GLBSA, GLS5S, GLB5C, GLB5D, GLB7A GLB7B, GLB7C, GL67D Giulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga, High Strength Truss Plate ID SJC825, SJC1D.25, MSJC8.25, MSJCI0.26 Steei Joist Connectors L 5 0LST512, GSLT612 GLST5I6, 0BLT616, GLBT520 GBLTS20 Glulam Bearing Plate 8 LTS12 LTSI6 LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SS93.518 Bypass Framing Siide-Clip Shut Connector Self-Drtllfng, 6 7 HGLBA, HGLBB,.HGLK.. HGLBD HGT-2, HGT-3; HGT-4 Heavy Glulam Bearing Plate Heavy Girder Tiedown 9 10 MSTA30, MSTme, ST021$, ST6224, ST9, STIZ ST18, ST22, MSTC28, MSTC40, MSTC52 MSTC66, MSTC781 M236 Straps 54 m1(IS gag Straps 68 mil (14;ga) 4 ASHP Hinge Plate Connector 12 X_SH34S1414i XLSH78B1414 #14-14 Strong -Drive XLSHShou tiered Tapping Screwws W 8 UFPI0SDS3 universal Foundation Plate 11 MTS12, MTS16, MTS18, MTM. MTS30, MT8240, MT830C Medium Twist Straps 15 X0181016, XQ1B101&-4K, X0181214: X01191214-3:5K, X07881224, XQ75131224-3K, #10-116, 912-14, and 412 N Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S/81.58, 5/B1 81, 5182.OB,.S1ISZ37, SIB256,.31B2,68 SIB3,12, 5163,56, VB3.62; S/B4:06; Top Flange Joist Hangers FL#I$730-R4 XQ114S1224, XQ114B1224-2.5K, XQ112Si224,XQ112B1224-2K, X34B1016;3K, XIB1016.4K, S1214, BI214.3.5K Tapping Screws Q M412, SI134 28, S1B4.75, S55.50 X181016, Xi Xi z I$ 51BA21213, SJBA2.12/1Q, S/BA21.2112, SeA2.12114, S1BA4.1818, SIBA4.18110, Top Flange Joist Hangers Sea # PreductltAodel. Number ol-Name Product Desortption J SiBA4.18/12 SJBA4.18/14 1 ET -HP AdhesrveAnohorforconcrete z It SjH1A HurricanaTio 2 GAC GDRGDPM-50,GDPM-75,GDPM-100, GDPS,GW-50, GW-75 OW-100, GTH Gasactuatedfastenersandassemblies Q iS SVHD8S, SlHD82, S/HD1QS. S/HD1OB SlHDiSS, SAA01;52 Holdowns 3 PDPA PDPA-K, POPA-MG PDPAT, PDPAT-K, PINW, PIiUWP, PINWP W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies 'Its OHDU4, ,51HDUB, S/HDQ9, S/HDU11 Holdowns PDPAWL•MG, PSVLO, pSVL3-K, PCLDPA, PECLDPA PTRHA3, P'TRHA4 I7 riJCT, S/HJCT Joist Hangers 4 SET.3G Adhesive Anchor for concrete a SHEET NO. August 10,2022 PA 1.3 N M MI � A DADE Cta � � 2 O 2 PRODUCT CONTROL SECTION Cast -Crete USA —�,L� C Crete IF�'�. LL+C Cast -Crete KI & LLiC ca � � aEP", T OF UGULATORY AND XC(iNOMiC OUBCES �At) 11805 SW 25 S€met, Room 2 - — . � N N BOARD � CODE ADMINISTRATION DIVISION,, Miami ftrida 1 i75 247A '786 pis-25sLi. 3t5-259 (7s6j 9 NC) ICE OF ACCEPT CE. E`'VID NCE SUBM TT -D NOTICE OF ACCEPTANCE. E3RENC'E SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCESUBiVIJTTED � U -CTJ -� =`= � � (T5 NOTICE OF ACCEPTANCE (NQA) M.2#=1jMjdaade.zoy[eeonaan� Cast -Crete IA, LLC I. EVIDENCE SUBMITTEDUNDER PREVIOUSAPPROVAL 10 6f. EVIDENCE%EPtE'CUit��AL #_0�£9,1 EVIDENCE SUBMITTED UNDER I�E'I)�'FQV�L' 14-t9Q.i � N 6324 County Road 579 A. DRAWINGS ,SUBMITTED A. DRAWINGS A. DRAWINGS, C 0 o U- r Florida� Se�Be ila � � „ rr �.` 1 titled Precast= ,]Prey ,r��'��pr�.�+tYt���Details . sheet � O �� Drawing �. l�rcawtn Nei, F,a4t� � fi�E,r Y� �6F+A s ". :... ,� :... % �y�ryryry��y �y�yy }� f♦.� titled"Precast a ,�i'`��'�rGSS`el'� �Y3'2te�,�e�#3���5 St � (3 1 Drawing V. �.i:W..��,C 3:.3ii'�.. N .. .. .. - }. ra rr 7 �ygl�q y� ky{� }< /y*7ryyy♦ �il`pp Prestressed a2 1��� �/ry�Gftl �w�tY�EI ,�•x Drawing a/• a[ ���d �,. 6L6iVfR "Precast �,R. f ii �F! W�. ���� Details , V � �� . _ /'� �...r ��% p `0 n: 1 h Parrino, �}. �a iYtEl March a j ciftYYYF tlei�✓ titled No. prepared by -Craig l +#V3 ,{� ./%.3 ..:. 3s1W ..k �`+ �. .. .... ..-.., r .... .r~ � .. .. , ..: ..: � -:.,. ys y �nwyry�y� y}/� '�4r� ,p�{p /'(} �,gppy�s�ry�y �f .,.eaj�j(� yx/�y /y+�ry gym ay Y aw.1 .r��. # } 1 F Parrino, ! �RdV i :Riz eYF' aRP2Yi V1F �T� E{:r[% aFIWX Lf:O(Y V. 3g. prepared A d .d. �... ,. „ rr r1 qy� - IIfA {. yy (wry. /}�. ��..y. .r y� //y �f :r /n� y,.r1�1 Drawing iTi ,rye. i r♦� �yF�G�: ' VfiWt le:.t e�e '�'r' V y1 4:". �j �e�:��"��V��iF4;.�1 ��1. 1 titled .. ➢ �F .... /�� ��i /' o .,... %`+LIFE. a ��'''ff �r`'� ntL � � �.�: Yy}�t� �i.: a GiY� 1�Ci �ea� �`i'��i :� ��'#i�t ,� 1"�fj' � 2 3 r ed r l:.a�i t Craa r � Is }2 ,.. _ :� -.+K. .k �... "- _. ;. : x. s tt tr rt �a ye B !� �y r}�wy{p �ahy�L�il. ��r��yyry .. '} j �y,�e� /�.x�y�¢� y.,�q}.y �{ yJ�� ,ran, p*.ns .%�yMJ$p Safi �{.. �.G LYt�G# tiw.4iU{ i.FLG T L* i�4 #s. .E:rkfai4� �iij}T�+ �Sd�� �4#b4GN aT €: _ ..,.�6f. ,y t �j (s a�y�p j }yxyy �y yry yry�,p/ �syq�q y/qy� }yj �jys�/t] yY �/ Lintel(9. p � Load ,(. ii.V��+ cSheL84.. 1. through � L�' � �Wcdf revision �44{.�� i/kf/ iX ^�i` ��� � /�� Ln �./ it�'�gb p Y�ef i� NOA �a*A'1 �F1. 8�iiJPir JIiV i � d under the,applicable li�atile rules and regulations v ru $S_ erivai 4itE` t1Ss{)f construction t1L}lI'Iii£lt$T1rS. Isp ? 2 3 sots a� 1 d ed� ri128 _ i303 bar tR .�:. air h 2 ��_ � r r ra At �' ,.LiY aYrr'. slat +C k Cr . r � } r .. . - .. :..:: : : {y}+��a�y.}� .+�f /rye +Aq prepared y/yy ,�+yy�ga�.Yrur �': dated 4 ,��#�i3 litprepared, through .A' V ffTd' L1ftl 5'iky�q'Mi Gd b Craig �y�}, Parrino, - - k ) .. . S -. 7 ,: p f/y gig} ry+� �ip1yJJ} �}py �yyn /} k���yyy 1 /J/y /x /}}y}, signed �}� sealed ry(y.��.f:.G(y�{kir TY�'� and ]7�#�h'd by%ir�1kE:y�+y'.. Parrino, iIHV .L s:Jlf.. Mn 0dl i d�'4i �—� cn o iZ CD The , C - r do umentation submitted has been revia��vedand accepted � Maairai I)adei +Coaunty flit. Product Cortitrol..fie Craig drawings, sa d ad sealed b 'L"QY Parrino, P.,l�'. 3' g r , . , revision dated Farah 11, 2 08, all signeed and sealed by Craig Parrino, P.:. , on ..$cti - � � C/) Q to beused in-MiamiMade Coun andother areas �rher alloweai the Authori Ha in J et Authority Having Jurisdiction B. TESTS March �`2, 21112; T TESTS . P ���i, . ,. .. . L Test report on,l`lexural testing on 4r; 6" & 1.2"Precast Concrete Lintels Filled and . , ,. TEST'S 1 None. This NOA shall not be valid der the expiration date stated below. The Miami -Dade County Product Control ''al ed Models iaital o ' 13 concrete lintel specimens, er, THE 529-94 re tired' flit l } .i ! F , P C. CALCULATIONS Miain and/or the iii areas other than Mimi Dade Cowl reserve the to h ve Section � Dade County) A M ter} rim « ,. .. ,. r 3' e �l' 3 s a cad by.lpplredResearch Laba?ratorYa:, Pepca t Nor. 4404, dot .d 04 090 ., gxY 1, IV n .. Lintels,. 1 � Calcaalations or Coast-G'rete clasetl US114/2LI4 rz(Fes I4,20,i through 14„23�i this product car material tested for quality assurance purposes. If this product or material fail to o i the p q ty porno p s pert ran ii : . . sealed by Chrrstapher,4. Hamm 1'.E» C. CALCULATIONS prepared by Craig Parrino, P. , sagneal and sealed by Craig Parrino, Pt accepted manlier, the manufacturer will incur the expense of such testingand the AHJ may immediatelyrevoke 1. Notre. modify, or suspend the use of such product or material within their jurisdiction. 1tElt reserves the right t revoke C. CALCULATIONS . U YASSURANCE Ii►g QUALITY . tlli aLe if it determined b . Miami -Dade County Prod on is Product Control Section that this roduct crr material � _�' � � . , ` a, a er r Cast-Crete:_Lrnt is daated lJ rr 9r' 20 es 1 C°axl Yal n n,s a?� , } . y .�S prepared �" � T1 D. (�!1A3.rI"'' ASSURANCE . 1: I3 X�1YarY�t-ode Cc�ttn �e aa°tant o Regulatory trrYd,E'conr�rrYae,stturc+�s (.1tER) P" � t� r3' fails to meet the requirements of applicable building code, i pp g .. Parrino,,P.E., signed and sealed b ,get y Craig Parrino, P.E, - t -Affairs 1. B �Itama made County Department �1'errnaitrrY Environment, and Regulatory ory ff ' g This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Caleuiaatioras or Cast -Crete Linta�:ls daated 05129103, 140 es, prepared b . Craw fx pages, P y Craig Parrino, ,�.::i SY�Fx7ieE�A?iC�SeAIeLi� b� �r�7Y,� �tli$TYi, P.E.�'r. i%��Ttt�EtfoAL �EI�TI�'I�����}w TE C>E CATIONS E. MA L RTC tN �e i'i��Rrlec �a:+oine of the Florida Building �.:C}di�: DESCRIPTION. ( Cast -Crete) 4". 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION F. OTHER rr - APPROVAL rslrP`R:i�'I�AL DOCUMENT: Drawing rift. F3)4612 titled "Precast d Prestressed Laiit$I i)etaais silt 1 of 1 t CreteMachine ,C�e �rie�€!`St �YT7°i"deY�S i'e}7Tu^,� .+� Y t Manualfor C.ais Cara .�. S aim It1arYa.a Quality �'' F. C)TIIER. l i Letter from Cast -Crete Inc.,,l'Y!C' ak.L� �t�/.1� �� signed EIrZCi sealed +� �`i'A! 1 L _tt r <3 �� } P r .Y 5 j� �+'a li x d1 x ii Vq ;.y.� P.E., �„ MarchQ �{ yy [_ 4 e�[},��} �� '(( -{ �^g ,,a "Cast prepared � raagl'arranox,. dated' lVlarcli � , �h°.Vi�:7 and Drawing lY�,}. LT4612, rifler] Crest -Crete; '`#...x LJ �2: 2ti02. . _ y �t Corporation,dated�.:.3 2 jy 2 d and � sealed :Y Letter arai Cast -Crete �.+.trr rcYFLa%� f�cri,�.+d P'el�a�`��� if ! 11.1 , zxzg��e � . a. �# � -..... F "`+r. Q." nit �: Edition. r P .�.' atertt to --cant compliance with t Florida.P'lnrt/. �y/ -- Building C"a� IJ 4 Ed io Parrino . ttt+�, t �J }j -T"* 6 ,3 -. Z3 $" : - - r,mtet Safe Load Tables ,sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., detect Mardi 24, 200, Iasi a Cast Crete al t man 1 o Pres r � .� by Cra7ag Ptxrrtntr; P..r�:, certifying compliance with the Florida Building Code} 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019 all bearing the Edition 6. EVIDENCE E SUBMITTED UNDER PREVIOUS APPROVAL # 174821.18 Miami -made County Product Control Revision stamp with the Notice of Acceptance: number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL ## 08-0320-09 A. DRAWINGS date by the Mimi -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL ## 1 -0 1.Q7 1, ,gone. MISSILE IMPACTRATING: Large and Small Missile Impact Resistant 1. Drawing No FD4612, titled "Precast and Prestressed Lintel Details', sheet I jr 1, A. DRAWINGS I.rABEING. iaacti lintel shall freer a permanent label with flee manufacturers name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated Mauch 24, 2003 and Drawing No LT461�2, titled ,, .�: None: . TESTS, County logo. ,K ,, , , Cavt-Crete 4'; 6 12 "Lintel Safe Load Tables"A sheets I through .3 of 3, prepared by 1.. None RENEWAL ofthis NOA shall be considered after a renewal application has been. filed and there has been noC. Craig Paarrino, P.E , datedMarch 24, 2003,; last revision dated :Maarch 11, 2008. B. TESTS CALCULATIONS change in the applicable building code negatively affecting the, peiformance of this product. B. TESTS '1. None: 1. None. xERIVl;INATION ofth s NOA will occur after the expiration date or if there has been a revision or change in the L None, C. CALCULATIONS_ materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any L. None. D. QUALITY ASSURANCE .., rodu for sales advertising or purposes automatically . p ct, , ing any other porn shall terminate this:NOA.: Failure to comply with C. CALC'CTL CALCULATIONS 1; By Ya m- ade County Department u, f ,�egullato y: aandEconomic:Resources �1 . any section of this NOA shall be cause for tormination and removal of NOA.. I. None.mi D QUALITY ASSURANCE E. MATERIAL CEERT CATIONS . . #�� ADVERTISEMENT. the NOA number .receded b the wordsMiami-Dade c��i>1 Florida,iria followed p y County, D. Q�IALTI"'Y ASSURANCE - Re ounces (REV. -. �. Miami -Dade city �e,�tr�r �,�,el�t�rya,��a�a������_ � _ 1: Nye. the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed; then it shall I. .8y .;�licaini-Casale County Buildira Cede Co' ` liazrYce • e.CZ b be done in its entirety. X. MATERIAL + CERTIFICATIONS F. OTHER INSPECTION. A copy of this enure NOA shall be provided tothe user by the i`;ianufacturer or itsdistributors andE. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with theL Florida Building Cade, 2017 Edifier'; issued by Cast-C shall be available, for inspection at the ac b site at the p J requestof Building Official. 1. None, Crete USA, Inc., dated fIS/ 7, szgrteal & settled by Craig 1'arr'lri, P. E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, &2, E-3, E-4 and o E-a as well as approval document mentioned above. The submitted documentation wasret+iewed Henn, A. . M.S. y Mar r, P.E , a my A. ar, P.E., XS, elmy A.. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. � r~ 9 `"' � Pia act Control Section Supervisor - Product Control Section Supervisor Product Control Section Supervisor LL- NOA No. 2040630.15 NOA No. 2040- 0.15: NOA Alan, 20- O-15 NOA tea. 20-0630.t5 �x � c . Expiration hate, 09/11/2023 Expiration Date: 09/11/2023 Expiration Date, 09/11/2023 Expiration Di te; 09/11/2023 � ens g% to )to to Approval Date: 08/20/2020 Approval Date. 08/20/2020 Approval Date: 08/20/1020 Approval Date, 08/2011020 z Pagel E1 E- 2 E-3_ i C aim E OL C Cast -Crete ESA, LLC Cast O'rete USA; LL0 NOTICE OF ACCEpTANC E EVIDENCE SIIBMITI"ED NOTICE OFAC E�CE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL ## 18-04 4.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None: 1, None. B. TESTS B. TESTS C 1. Norte.. 1. M?ne. �■ C. CALCULATIONS C. CALCULATIONS' 1. Nona?. I. Nmrie• D. QUALITY A.SSURANC3E D. QUALITYASSURANCE SSURANCE 1. By Miami -Dade County Department of Regulatoryand Economic Resources (R). L .By iar i-Dade County Department of Regulatory and Economic Resources (PER). E, MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. .None. 1. Ntrrt e; Q� F. OTHER F. OTHER i L Compliance Letter with the Florida Building Code, 2, 017 Edition issued by,C'a�st- 1. Compliance Letter with the Florida Building, Carve, 2017 Edition, issued by +Cazst- (f� Crete L1Sa1 ated lib/B8�'1 si d & Sealedb Craig Parrino, P. Inc.,, y g Crete Ur�1 Inc.,o 0 r ? , , daa d 8108J1,! signed a'lE sealed by Craig Parring, P.E. co & EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Cods, 2,020 Edition, issued by Cast- '��� co A. DRAWINGS Crete USA, Inc., darted 001120, signed & sealed by Craig Parrino; P.E.- � O L Drawing No. FIJ4612, titled "Precastand Prestressed Lintel T3etails`k sheet 1 of > Q 1, prepared by Craig Parrino, P.E., datedMarch 24, 2003 and Drawing No. Q 1,T4612, titled ''Cast --Crete 4 ", Err & 12" Lintel lone, fee Load] Tables'; sheets 1 0 Q through 3 of 3, prepared by Craig Parrino, P.B., dated March 24, 2003, last �� revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on U .14nuaary 22, 2019. V B. TESTS - 1. a'Vone. CL C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 'aamY �� U C m L By Dazde County Department of Regulatory aandEconomYc Resources (REA), E. MATERIAL CERTIFICATIONS I, None> F. OTHER 1. Article of Conversionfor as name change: - L w.1,..� : C*61my A. Makar, P.E., M.S. CIHelniy A. M kar, P.E., KS., � Q Z Product Control Section Supervisor Product Control Section Supervisor .J NOA No. 20-1636.15 NOA l"+l'o. 20-0630.1$ Z Expiration Date. 09/11/2023 Expiration Date: Q9AW023 Q Approval Date: 08/20/2020 Approval, Date: 0 0/2020 —a E-4 E_.S SHEET NO. August 10, 2022 PA 1.5 a) —00 > 0 PROM r "ALUJUQN��� 3 2 ca 2 tl� L 1 1 L1 ECO (D 0- ECOINC_ -ral I A -rift, C= TILLIT"IrEST11111118 WENCINEERINIG r4iWA—MY 2.2.,Ml _om 004AURIAVAR"TAOTICS-AN A-ndNA: TILLMTEST11111110 A 19111111111111111119011ING COMOANY, j 1W S" _D SPItClIFIC #rib Cn (1) Installation shall be performed C-) Large miselte lionoadtand f6tiguabad teate,,were-0elformed undarlprotopplIsTAS '$Kelll'ba�sttictly In Apon:106ce with Gonerall Note$ 8nd'CompQbwnts,Ind1icdted on 100 with detalts finoicate4op A- T11=,Xj14 _fLaeotion 1600,1 'of in aGpOrdol 'JIM florida or� j0�of0rodLjct#v 2900�= — M - — a sheet 1, Z and 22 of 26,cf Product 8_Value 9— = _Ument JP.E.0-)� 0AWItig A U.,l., Code, iUh6fm,ttat[d,IpadS ' M U) &YALUVATWN BERMT ... Shp-lats 3 Par ASTM; SOO. T"'t reports, red at -In Nolli)I-116; Anchor Speaj6a�0Ij$Lth 'f*Ins � No"i, 0 Oil-beias IndIcated On 1, 7 and 21 of FLIA, Llmwllb 9401510 prepa by Amerrican 4415" Mi to O'laes shelf bo' , d6taci On -0 sheets JL t4j 161, 154nd A Eye luathortibcouthIs 0 LabOf 6'Oulb 44fed,011 I I I , I-�'oriaVf PfOO10 0 et fQZ1v*iq0s0d -by Williorri &TJQN ftr;E!QRT Jk Whoei, R.L, Bottz MoroZ, P.E, �Md Hbnr�­]Hattem, (D q� El�-), 41rawing No. 46.11& PRWU,C tct 0 a- T WNU "PORT ma, 4by 0 0 LIMI—TATIONS-AND CONWOON6 QF'USLF.,�,,', OA%:� J*27�20X Large "'pada, #,I. anid, kaAry 1i ��irge missile, inipa0t ond,typlic .0 LL r-torlde I ' ' r AtTplill fmPORT sighedancl sealed by Fclmunda Latigaespadi, _q-nf-� A ILI C) -4— P.E. and Hentyfiattem, P-5. IS u9cling Code, taill Pop of t prep—ol by -Amarlican Testing, Labof $046 h 0fElk M C) > Z1. ftell-be stricWIn compliance with Gierieral-N I,- 4j 'd, PRODUCT CATEWM _jQj dote Shall be 0XIctly in q0cordairipo with, General Notes.and CbmP000110 Indicated,on olies No, 81ft I ridicate d NO,**tMer jai 10 IQ id Aepprt signed An sea -,E . 1,tft -and 1 .01 ;-of 1 B."Oternitud Document (Ok"64, tilr�fjla Noi OAM JU]y2fl, 2020 on sheet I OfL26 Agwei I ei§, thr :41, 1 .1hru 1(l.LinOlcietod: bnzgder V,8.' - by Jutto sheet I Jand PROUCT SUR-OATWORW Storm PzInels PRODUOT CAMOMY: signed and a4po by rrank Grate,*,P.Lr=, _pr�poyad by"nitecQ, I , ne�Land-al" -OMd Aaial$ _01t4r, A" Tjoif"J CL gned d byW 160rapolt U) CIO Tonall Anithor-a lflcatfbna�shall 170 -081n riDdup, PRODOCT NAME, 14 0440GALvANIZE6 MEL VORM Pep d1cat6d op shIaet I of 1 16,,of Or t C13 4— P" VKMITY *gnea'ameealad 149_par�STM t4and'teri011ito DUCt 01.10-OATE40RIII, NQ bvlfiank�alata(, P�e fat tit- T2.-Produdt m*yU4_inixWIlaId[Wi1t:hin`Hjd kUkfjlCANLr ZNONC-8,14 4kc P On 20 Gage GAIvariLt6d Steel ftrm Panel for maximum paralrongth ".,Opelgn dqftned�oft saiciton ,620.2 oftho� noride alljfditlo Code. pomboe I . 24 GAGE -GALVANIZED STEEL STORM PANEL wind load, aswlall as M00dirnurn anchor spacin-4 ve, design wind load anO!,phal AAANUMaTURE—K, Glow PMWAdqn-f!MdUMj= arid� iiiaj6d,,by) P.Eas'par A$TMS4 length based on raf�onar and comparptiveangiyajo, in dj a or t 3�rproduct$,halronj pp-notope 'W 51 $it Im '4:1n To'cul" _e, , , r; cc 011c#wif b IV to Von roe oonicretebloo)t��artd MANUFACTURER- A I I 4800S 00 Id 1�0��P_FUISEt section 1010 of the Honda 801,14ing Codei� 0aiculationspreparodbyTi'lt6qo,,Im, :jURM,0dAIEtWNQ CAL MLict"10: fiv ructurak iii 3$314 4000 S.W_61,Street dated 11103 ft,,P nol loriath,viiii, 4 n III Shallbastftly.1ft ,, M$ end qWj2/% sjgirvoaro�siaklao by Walter A.Tillg, Jr., OJE'i Gage oalvaniied 1�teiO ft anal for Mailmumpa cm OvAe, FlOrlda3ti314 0 wM,Oewal Noters Nm 1, Zthru 14 Iridfcat6d' P111 no I &HAT A� MISSILE I lijt� �Jr�, "P �'Lrcarj on sheet I of J& of Product Evailbation.000ument P 50.) A" Io `20,175 is In rice It -,efttl tompara:W_ahalya , aifd I �gpcdfOe - w h it -prop by lteoq� -andalgredencl'seelot1byr VALtUIATI 4-AURMON QE WAL ttiOn, lia -Morlda 841141hil p p'w It TIIL ,product lenoth,bood an rational, AcT RMUNCE, _,Eye(Laffo fZ"Olrt prj�p#redL by W0110rA. Till 15- 'fr-lo f1da $,6 UX (ho. % Lems, roissfib"Im act und[pir section 18211 of cq,,1n6. (RwWa CA4006 0i, I so 04 offha% q Cad irls it re by todo TAS201 Pt , ot6col. ftiiaJ4 P . Olt Elioiluoillort ReIl q 1 Inc -,,dated Uftbtlo -08 ThIlOF14 aP mduct EVAIVetloil R4 ort 4MM by WAIW -A. irtil i to, J e, I vx. (41Itom p. the Ffprld.1 Build!" Code, as per W 44161), Presidpint of'rille qt, $sued by-WafttA. T1111% Air., P.E. ($ystam 4D * 1904) to tho,01obii Ono SaIslod by Wafter 7.2. Product shatIl hotba trittaildidvithin 810H IVE�LO ItY HUfMICANe 16* 490fl) to the GljobAj Protattlont Or orts, tLe, KU1aChaij*tIr N'O,� -1 Prat*tt[6h,Prodvi; Lt, #ule Chapter-Mb. C ZONES 61ozo-'s, M,#tbod,1Dofth* Florldt, ad 2.0f, 01 Q104, MIath", 10vf 00 F-10,040 DeoPartmiant of OU41164at A,,#,Td 00�partokihtof Bostne*e-avid eI �, afinad,6n sectlan I= the Fldrjda'BILii1dJn4 Coft. Proftsilp"I —4. MO LOA S T N REINSTANip 'Professional twou 3_165SILE HIE c4niproto, toncrataitloc)(,and 2 elyah12'ed St6 shail(Only be:ln Of Storm Parielhas been Varified, to sustaln wind pressures. Makinnum panel lengftshaN ndidatedon theela,8, 10, KV5,, aist wood 'his produa is Win as I I an ua POIL as oeso a, ar a m*11virrooturoder oonleo iuouthenor, p frame -Iftcturss, 9 Issued an Evaluation Report,as daAerlbod h erej, n and has SSTD tondand-andTAL boenr*06W f6t c6iiiptlatI40111 accord I anoeviri I th th I a 26k8avianth EdIt'lop, K 19,25, and 26 OM of Product Evalv4tlon DocumeritlIpE.D. dr*w1ILjqt4 AA-167 Elf4he I)i r 1466co in aIdEIPTClair no n h I h of, the FIqr!ft'81AIdJn.0 Coda, analo verify. that, thaprqducus, r a pu ose ritanoad 20470. M Lim Ancho� Spacihg shall bla 94 iindicMad on shai4i; 8, 9, 10,11, iii`ri U11111 de, and to v6d rA. TfIft 0 lb th, rp f ti is for e putpose IntOndod, jt�l PX� (FlorldailJoarts lbafthe produ PiroductE'vatuattiah Repoft �reporsd 14,16, 17, 16, 10,20 26 and,26,o 26� 0 ftElUcl, EN �TATSOF _,�rj f iluation Dowrinerit staqui 1he Irte:'(F Of least eqw1valentip thptroqutr6d bythe Oode� drOvAno No. 2047& equirbo by ft 000e. 4,-3MND,L L 'hIkP Rapiart4haftbeaubjeetto review and Ireviiqon in '0 � PA" of Ir. T rodu6t tvaluation f OttOall bO� ubjdd to re0lew-4ind raiilslon III o�kso_ of proasures, M0jrr4m�*nd,1ondth shall bo-01FInditotodon ID, 11, a Bull(torg Code cheingo that may, ofto Its limitations and cqnditlon,� 1% INS.TALLA-110; a Bulid][ing ��Oda change V* may AfIaO lfss llmltatqne� and conditions liq IYTAWI00ri shall be performed 813'rictly in accordance with detailsindfoated on 0,146EIV of 1q of'Prodiiot ;0), dee ..... -M � I I Mulindin Anchor Sp#.CMLQ atf4lt t*L as-Indiowed oh,Ahaera, 6,4, 11, 14thru 16 2�,_EVJ LDENCE. S sheets 3 thrii 7, 1 O,fhru 20, 23, 24 and,2a ot 2!3, of Product 10, z amcm Ausmym; _EInd IS dfrja ofrp i Qkoftk PROT (P'.E.Dj, df'*WlOQ NO.1061,yo�. MfhjftijjrhL Repardlion t'o glass Shall he as 4'Gaga-Ga, I v�'Arii'204 Sloot Storm Panel he I a be6nVerjff6d'f _MWEN biftodiecom a I- indicateo 6noheots S. 14, A 26 and 26vf 26,.of ProductEvaluatibn DocUrneut Z1.'Pk6ntjCf&ALllJAT10N t1WIJMVXT1V.EbA'-L p mola, drawing L '4 - , - " - r --- -_ shylter ag' WATILL ' L ' -1. -- 1 t_ work as &,non-porwi storm assElfril"t SST6 TZ-4)9 Standard, AOS heats I'thr,0,26of26props�edbyTilteco, Ind;, signe and sealed by Mterk (P.E.D� No, 90-174. MEL $TORM PANW, Ik �p t titied*GA EGALVAINMEXI TJL�r�tdAWO14 71111t4r., 0,,F-,, OiWi',67 1 Q'M This drawirigi *W by, riltow, Inct; %sign* �"T&) WPORMWV727 -a an integral,part% apit's Ithru �1"s 118prOp land 4s$e1ed'byWA1tetA. 10 in e$A #4 kQ E N $t,` v Al EN Evaluation Report. lift jr P. 0,1121,12,620. This draWinq IS an al y Ze ".7 '4167 STA7E, Al OR '63.51 N-W. -36th'SftdtLftjo�� MJOF(i. PIV;311 PSINX 30*&met, Saitc, lift Ulwn� Fft)rida 131,0,- Plmte f305) 81 1 1.1* SAN IN CASE 'OW PREZW slow at Par REGULAR I% 1jFE SgUY 1/4, 2,14, 3/4, 4/4. 515, 7/1% 80905 000NO WAU. MICRONS *WJ- SE W OH 00HING Otol 01W/10. ZW/14, 3w/tO. 0/10, 6/5 It A 7*/11 5W/1 0. OW/ ,=WX"(PX9=)HA5 SM W MR a V 01 0"ORW SHALL VE AS MENTIONED IN, 0, 1) AMO IN U)� OCTAL. wam�--­ .__IruW OM& wW*--- ANCHOM FOP VOLILE ON SHM 0 1/4`*_`WNAGGN ANCHM, AS WALPAOTMAED Of [,YW., Won, or_ Sze — FOR 4 #14-10 PANELMATE OEMAIJ JO AND PAxftAWr PIM ANCkVM As MAAAWA=KD pro, EiGa OGNSTMCTIOR pRoplii;M, I, DESIGN vM LOAM SHALL BE DETEVAIAM As PM Smics Im OF THE mult MEHMNDG FOR =IOWF US= ON SAEVS,10 & 11 MOM or THE 4um"Irmi; vow Tom SKITTERS; WILL se- M AND 77� SACTOR Ad-OAS�VSJNC ASIDE 7-iS AND SHALL NOT MEED fNE (ASQ I �4 DEESON, PREMW 8NORM 00"M ON tk= 7 THIRLI 12,14, IZ, Ifit TO III X 7 '111 SCREWS PER ItC.S. Sle WOOD W-IMING, As Dwom Ve Au POW SCRvoI, %It aa SIEOvILry cc, L-N ODW W THICK 1�, 6 ONVANIM SMEL r IN � ORM 1,0 1041"Z A8?jCQ AVIM A-451 .4. TO = VOTMATE PMW WOO WAM MERIAMS0 PER ASCC 7 rl) = W� "0 LOADS W MAILITIA�w To" SY OD It omm it re=mpf INTO, WOW OF UPCON ANCHORS *WL OE I 11r AND ;r MR ELIC01 PKIVAMTE PWS cOmPARE -mm W/ Mo, (&SO) Om" rKma RATINGS mono W SHMM'I "u tv" 14� is, IS, 19 &u, t.2), 0 20O�t 70 VERIFY WT,AWCftft DIN TlO PEO, AS IMI =URN $NAU M W z yv. 'InSIL WORE NOT 0" WKWID, A 3ft INCREASE 09 ALLOWW.4 RA M MAL "NO 1.04% USED 0 -THEIR ANALYSIS, FASTIENOFIS SPAd= It WOO* HAS BEEN OMPAINIED IN � -WIV, WITH N41S. zklm C-3) MINUOM MOE 2WANCE OF W SCRIMIS, INTO WOOD SVJA, BE AS A&CATIOD 10 Tft DRAMINC L A - 9N� f A 1Y BE As PAW M 71,111SMISIG GRAOr AID 104" Aj :011N= 9W "4 1 a I STORM, W&S ACEM10f IM ~ AND, WIND SEEN VERIM IN ACCONIMANCE WITH SEC" 1626 OF C" MES . := THE AWE MENTIONEI)CM AS PER 81,14MCANE 44= IE51RO ft� REPORTS 46­6414, 96-500 & OR-7250 AND C41 MINIMUM KWMTXW Oil WO013 RUSHING SHIALL BE AW, I14*4=!CR— USED SHAli K 1 1/2, LONG MNWW a) -W FrAiMpAlmmot TESTING LAS, M,, ADWITS 12042 & 021215 ,�S ORGIOCOUS TAS-201. TAT-202 AND 14-20S, SHOULD STUCCO DWI #4 1* VMWUL4 MR WNLU wan NO C= ;`1 W As WELL AS AMERICAN IM LAO or SOLITHmoviax WPM #02HI.Gi-o, A4 PER T* 201,14 202 MD C2 us 20 -SV`10405, CS) 0 Cm W vmcw SOONE, OR PAMW tow� P004 stwo OR vowo WMS at faft ON, THE vw*4 (I AT"10" @k END XM EMU DoWISE NOTER). SEE S)W 2, WkLl MCHOWS SHALL lic L04 EKOOGH To REACH 714C MO SWIMPIC ffxW $44 PON" 2­ ALL AUMANLIM 0TRILISIONIS 10 ISE 600-16 ALLOY AMP TWM (WPM 0 ANKMOP" SHALL SE AS ADAM00 * tjl, rk) cc C-3 A ALL. XWNUM SHEET NEW USED AT OLOWRES S*L fAYE ;105-S14 ALLOY� LU (0) ANCHORS SHALL Ot *MUD fOL)LOAMAID ALL OF THE REPOWW"OoftNS AND SPECIMLTIONS Of THE ANCHOWS ~ACOJftER_ C3 ;A-C 4 AL11. SMOL SHMrAIEK PAM$ 0MILL Hk1X ~fURAL WALITY STEEL. Wool A_fNIJI OPAM So AAAWGH, G_aO -0-2k ODUVA P9,11ELS W/ I/ Okvk4zE0` 81 IPANAKS NPlY =4 14� iiow U 4 .V%& 100* , 11 - .­ =41upm ONO ILM PANU, cc STEEL VESIONA110H 1MM- a6 W (AMR ROLLM, 0 :0ML.t1*ZNQ 01ft41,41014 WNIS VOW M SECTION 3 IPWAW 10 049M 4- IT— ;%t M --t 7w, AS %a �1*j ^ ol 3,132' VRCLIGN 61 USED, 'M DY" 5, &L SGREWS TO 6C 0NNUM MEL. X4 OR M AISI SERIES OR CORROSION RESSITAW COAM 4040ON SIM AS PER OF THE AMOoRkitOR 10 VEI" THE t"P#Est OF tHe S;r#uGFLW. WHERE SoWTER is TV K kol YIELD SMM7H ANQ 90 1* IZNSRX STR04M III SHALL COMPLYWt FLOW04 (SM $MONS AS APPMAIII 09,3' "HE MD"WMAGE, YNIS SWITER S+LL OKY IRE ATTACKED TO CONORM VLOCK OR WOOD FRAME I ____ MR 50014 W 0101.1NNO coot 9. IT SK41 ft fff *t, 42 Ipm ATTACHED ID IN. BUILDINGS 21 --- L4 a W.JS 71`0 SE AVV *,-,W OMAN= 4WA. ON AM W SEIM MIGESS WJVL, ON 36 111, INNIMIAN, VELO AND'vas Tv WALL awl BE AS MLDWS� SILWWOTO ZZWUSNITHI APPLIGASLE T%V RVKIW= oNSTRtAWYNO OWNER OR ID (A) L.G.-J, #XHOM AS 1-tilf, OUILD", ))al- (min, 1 3 11 THE INSTALLATION CONTRACTOR IS TO == ALL. SHUTTER CMPORM WOM WHICH REMAIN IN CONTINI" CONTACT WITH ro V/ a) GO INC WILDING. TO PRMW WRID/0" 1/4* 0 714' CALX-R1 ANCHORS. WS,MAoAkACrjNED W MWALT fic, (AMN,7=;1j 5, H)� EA60 REGOLAR SIM P�a _01E$ STRIVAGIN, ��GA� V-81HADILDH W-*' A$ PeR SECTIONS 5, S. 9 AL 16 AN0,ALIM&AMES Hao� 2.T24' - I t4l'Olt 3/4' SOUO-Itt ANCHORS, AS DISMELOW EIT ALL POINT SMEw, HOLT SPIMAILTY COL 12, STORM PANEL ft7ALLAWN SIIA�l COMPLY W" SPEC$, INDICATED III OmAS DRAWltl PLUS ANY WiDaM AM ZQNiNG REgHAIMS OUNDED WRINER 9 ENDS -OF PANEL'S (Nlr,� f*t-= P..J) PROWIDID ffy THE MISSOCION WHERIC P~ IS APPLIED 10� END UP W/ Holm, rw� M, - J10-tG PIARRATE FDA" 0 & PANaMAIE PLUSMCHORII, AS WAWAMM 9Y ELDO 0OWWWAON OROIXIM (ALTS) VJSAM AM= Is- W HAS P� 2/4, 3/4, 4/4, 5/5. 7/�% L F."00 PA�I) SPFSA?ATM PMEER IS Mb vars NOT pnov" *V"** FOP S"'CORINTIONS. Orlwr FROM 1/4 E 1, MAM JW�40, 0/10, 3W/lO.- 4W/TO. - Or TAP-W'ANCHOFM, AS M0HUPMUXD BY JFW_fW 064PWT04 A A 1) MINA" EMBEDMENT OF TAPCQN­ M04M WFO PIDIM CONCRETE SK4LL M 1 0) `CONTRACTOR TO 9C RMOOKE FOR THE 1104aim, PUR�, AND INSTAUATON, INCIIJONG M SAFM OF THIS PROOLCY SW 1 6/5 3/V; r FOR FAAE_W�K FEMALE OOXD OVSKIE DOES NOT OMTE I" THE VOROMONS OETAILED ON THIS DOCIANAT., f-I 1/" 111 IfI4 1 0. sw/11 I * 7WIii 0 AM PANEWAIJE P" AliO 1 1/4' FOR Or TAP-�WP ANCHORS. 10, SHE is lit ,gr�,Top MOE C —_ law Alw- .1 1 ONO", IN COMMM =EnvNv4n* 0--__ CD A2) CALK-114 & SOLID-�SV ANCHORS !n,�, BE uwvm 7/4- wo 11HE P"Im DIONCRETIL 00 MEW" IN10 (C) THIS P40OUCT EVAL047ION WOO" WLL SE CONSIDERED INVXQ IF MOMM I FOR `WDOO SEE 9E PERNITtIVIL of;�j;;r% 1/2' LONG UNM" SHOULD STOODO EM .3 AAW am MIN waka U= SH&I. BE I ENGINEER,Of RECORG (Eg.%mg migg W WHO "It. or RESPONSIBLE fOR THE U, 1,� 14 'SOD. FOR WAULS Vft 11MY W W-ARM SOKINS ON ALL Tdl� SCRISOIS *10 HW, W) 3n SPECIFIC M"CM 90" BE PRERARM SY A FLORIDA NEWITIM ENGINEER 09 MEHITECT YoHIC" WILL, RECOME THE , *Aqr O"M 'M I I MULAR SMRM EANELS 111) A ELEVOW STONt, PRECAST CONCRETE PANELS, PAVERS, STLICCO to )MOOD DCAROS BE FOUM ON THE "li94'O VA. %r*VW A40=T.%Kj=j. THE 3) 7E1"0=,ZMC 1 NO. t-dir , - " r— — ! Ow WALL OR FLOOR. ANCHORS SHALL BE LOPG DOM To W�ACR 7HE UAW STRIJOTTIRE WOO SLIGH i - L PMOLS, W-HOINAME SHALL 00 AS WITIDNED IN AA) MO, 0 A,2). (0) THIS PO, SKkL SEAR THE DATE AND ORIGINAL SM AND $0MIURE OF INX PROFES51D Ak 'aw I V NX.S. MIN" OF"W"D THAT PFVAREQ FT� Ilk __"IW_ 14 901TER MANLIFAMREFYS� WEIL, SHALL BE LWAIM 00 A RWILt 4ASW LOCATION AT STOW I/** CAP, PANEL SHUM IN AgOORDANCE WRIO SM" 1101,3 Or RAIVA SGILTANG, DOM ONE LAMEL --I r".0w, -C MU" Aff= W%6 !MIA 247, N44L SE PLACED FOR EYERY OPENING, LAMM* 000PLY *94 SECTION 170$4 OF THE 010:5111� �_Ow % FLORICk MA"o 09X CALVAN ,3+4'# M OF FLORIDA _0* IV LOAD pr =0 I ZWX ZWX 06 WX CAP RWLDW CODE (fth veladily no Zonal No, 44167 . MN GTj MINIA" 04OMW TAPCOM ANC1015, UM FMELMaMS OF TAP-ORP ANCHOR. INTO "M Aot. 00M ALI= W_ LORIDA RUILO1114 EN Sto" WAIT S"AU 0E 1 1/4 11. 1 a cc" Lite xLtM1.1 Korrilawrill ZORO) FLORIDA OUILDINO OWEM"ith V111"Illy, 4 Zone) 20 OACE "YAM20 srm SrOm I'ma po, xx xnb% W. 90"N R`4 Q"-W SWO-SLET ANCHORS *14a Or 0ASEDOW 716, *110 ME dawwt SLOW tjw. NO No. 41167 4L or III wm VIC PANEL fte. 20 CALVAMM SM STOIN PAREL 20 WE' "WANIZED Smt'slim pma SHOLIS 44167 . I pt Dia, by, SIVILL K POUT", Ile *--v SCWW USED SHALL BE I 1/:r 404 ]MINIMUM a Dowitat N a=" v000kww M WALLS VIM No SYLICCO 0mou. Pwwym P120DUCM UA. 0 xu�wu GLOUL PROnCtION PROMM, uc. 11MECO," 7\ DAM or/n/20111, MAU mmem PRODUCM U.C. C 0 .::. III= 01 JEW A# Dill &a 4. .,Q ; M. ALTSW'MUY. USE WiNo HOT Aft ow. css� rft "Oplakilm WOO IN ks"M GRAo". toWM I Z.Ar A m A!' SAW I OF 34 "1 r* =0.0 I Z 69, 1 I=_ LVAIM, N. me tKM=QH PEWLS FOR ROWAR EANZI ni A EM -Mo FM I is MMMOM N DETAWS ums EQR. REM&" p WOU1011HO MURE12 ONCREIE 09 INNGME fi=K SINOMM Musa k VA47 QA QMKIE Q9 "Volic Tw SUM MM PAL sysliall L�Serlr 81, 9 11 U ES __Awod- VOR ODAICIIETE SEE SONEOVILE; ON SHIM SOCOM 09 ON, ow 0 do 0) FOR WOOD am, $=Tom ON Saw 12 zor 06E Flos"M91—M 000011171: SKM a IN"camoo tio"Parm Axmiwa$ MCRM mom Oak .1 CLE *Lay) "M 30 *XRM k OIWZ*" oom POIN" Imarris 0 To" a) ON ON (D J r­�=`SON`ar- ON VIM al W I Az 1449 '".0 1 AR, Ei U) DOM"Ot OR vaimim; PW It 4-4 UL �Ml D". 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STOW PANEL TOP * BOTTOM, MOUNnNUS CAN f rFaGLOM COMBINED' IN ANY WAY TO SLUT ANY �- 6 `'- � �iy � y AN ��r`no Pmums, m`e: INSTAUAiION. k a3 L RJID � k Md4. n. 3904 11 4� "` Sl A4 m xA k W 4s ff apx C9b4} B6a^>e4A FAW t -Mal 2BM T7E p k Ra°sm.,em, wuvin6 t t'NNt gM4ii �ppR/gA �A-Aaa67tY ^' '"�'.: WBLT kS aF aS. r 4 t j! ElWPM 13AOEN � � 13 i WOO .. ALP R �iTiii # AMM MY19 2 1t` _ kyv i41e3 10 M i¢2 QF GaS. 1/.4) Sm MUM-F a E r a , s i' g y 1 1 o: rn i P ff Mao PLW 3 TPWp P[ASE: $ �f ALTERNATIVE A ALTIERNAM �4 j t� 1 4'So um 3i` ;t" b a" Wo/ 1 1/2` _ t, tJrea,.67e` € af4-T4e.Slk: 1iS.44'fY.0 INS. I 1/f'Sr.3a 1�/1+1'1?:41E Aiif4LE 6! #a4 MR ER" QQNDMQNS .. . ,.TE t4x1n1441E Aa4s O $ � W 1:1 ....9 Y4N£L 9,NR" - t� Paiird MM : 94nil11 4 .,NaF Ska%N no CL RMf a4L1Mt"40. WWI MQ M INVALLATI�iN l ATIY1d1i aA'iw'GENSLa 5. �iD FLitfODA 8-U101NG CHIDE VR1cal . Hut co a Iona zDUN �F. � +aft* Ta 'Tin. . 24 GAGE GALYANID FEEL STOR1l PANEL u ^� 11 WSTN1#1ltxN ARE nM Y FOR WltH 6. 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I- ' F -t- { -�--r- IN MIX IA a MR a WT a R•P fl iB/1s, J " MAK IItr+7, #ir1T. tf�l'Ta '(/7, WAR. 1 MIN. iA MrTa xAW/iM a 6W/70 apw/i% ?IWO a ON/m , • ANCHORS (SEE SECTIONS ON SHEETS 17, 16, TS OPTION #2 FOR UFE SAFETY MM_ PANEL( ELEVATION SCM:E 3/,6•=1• yA• Nex. nm °R� aATd r a!L a�e.�P-.•-.^± � � are s�T Emmm SECTION A —A SCALE 3/06•=t• MAXIMUM ,j ..0, MIGN_PRESSURE RATING (p ,L) AND CORRESPONDING MAXIMUM PANEL LENGTH -0 SCHED9 No.441F ?ys FLORIDA BUILD" CODE (we YMtOC NurHcan6 zone) %O .l`�ORi4 ._; n,nro, ee 2D GAGE GALVANIZED STEEL STORM PANEL Fa. " OWNII 6Tc m AL PROTECTION PRQDUCiS. LUG. 0 id IMa, waewGai1.. m sTw Paa. {9+�7ee6-Tea vAYi N6sleero•6r» 20-176 rlA,Y: dli+1e00 nM tp0a).O/IW,SYI *. M M. W aftom ft P.E. gL!"P:E... AY -is fYiT ,e ,AFp MAXIMUM A.S.D. DESIGN PRESSURE INSTALLATION Max; PANEL LENGTH L (i!;) MINIMUM SEPARATION PANEL RATING (P.6.L) (SEE SECTIONS) TO GLASS CONDITION +SS,O; -72.0 2 3f4" UNBOLTED DETA_ILS,FOEJ OWN fE2 fOR LIFE AFLTY STORM PANEL S' S't•EM ,INTO EXISYING WOOD URES �„; x �++� `•";`' � "�:� �:: n,,�w �o�HF,�ER � ovi )LF,+aER '` ✓ � � T « TAPChN o 6^ as TAnpw) r e- oc //f Ilg• WN; 1NRFMEI) i i/1•'4N1. tHIlBAPtR t : `:S � / Pt3lE,RATION AT ROQO�NE.TRARON AT WOaO 1 a _ PLTIETIjAT117N M WOOD ip, k 7{ PiiETi AT Wp00 WADER WADER RGDER � t I F4ADER I i r J,< ;/� 1/f' �� t +� t/r• l/f. .'°� , rt• t/s• I i EXRSIRIC M1. SfPAAWOIi j I ` � F]{tiIP7f. ' gmmvm ) i , i 1•'Mm. CIA99 � W!s i � tart satnapr•= � i 1• Nlr. 4atE sa40IAt -.. • Qt55 i PMJFL IEnG,N � ON 91BI is; PANEL LENGTH Ox 4Atl IN)j 1 CSEF )qiE i BELOW) i PANEL LENGTH' (SEE NOTE t UFLOTq L. Nmf. To cm , IMAOw) F1OSliNC A!. $lPIAFIIGN PANEtom solotar To QIAMI *Awn in L LENGTH fdA55 i rfd..3�1 SEE NalEi (SEE NOTE 1 ME7,DR i a { E ! V i --. a j 1YINa NUi _..-«,_ • � S„ a ,_,�.. R� f NRMfI: NUT �.. �� 1 �: s. ': j tt REtOEO " I ... I �Pti?CIRATIaN AT PLATE e• i ,• I � i t 1' � ,_�. cowr. CONY.. ♦ f'� 1 - `� �T%6'eY}J�'s�-5. MS. wr � .,` '�, 1/{Y-TOa3/455. MS. ItWINCa W/ f 3/3t' NUT J/3Y W)G L wRla FAIT 7/ChJ/3P• WRa wASWISHER o tz t/z• ac ttxSHER i6EYallo) NUi a's ,APCON s s• o.a � ', 1 � i l j ` • T ar rAFYRaa • 6• D.as•d1 • TAP � erw6•�ac•a 1 ? 4 w/ smD) AT LanMDrH M W 1 1 LMN. 7HRSADiO t t { { OF PLATE OFPLATE ' I CF MATE � � Sy • t1 L • WOOD FIATS # ^ WOOOMATE 5..�.�..._�` wObd MATE ^ "' NCOD MALE w�yl, vtsurjTlt� .�� � ,{��uwrlo� �+mali�t,bIi9'tti �..��. .SCALE 3r8'=1' NMMHN SCALE =1^ SCALE SCALE 3/6`=i' TILj,F7, �G6N$�'• t30RtDA HUIL(NNG CODE. !#i h Yuoc Hu no zoltA ,, u1sTAUA1xY� ARE ONLY 1 FOR &ALa1xL5 WON Aas,D. DESIGN togas , • � s UP To.6ea. -72a PS'A'm PANELS LENGTH UP To M-6'. z. FOR Fifty woaD FRAME �: WOW ME116ERS Ta BE SOUTHERN NO.4 � 2D GAGf GALVANIZED STEEi. STORM PANEL omw m PINE NO, 2• W/ SINxFC DENSITY OF 0.65 OR EWYL =*'i •--© ^'•.'� �-^, ,.,,, """—' � C}, SnTA - t AL PRQTECTION PRODUCTS.U.C.`'i'•`• ' 4 � 6' am S,W. 51 47REET anE •�/S,A/%w1'' .., _. OAVt. F1. 33311 • •••• xtaW.'l.a. �rWan>m rvro�irf-Tsas.FWe(aeskea�•e%7 20-176 I1a,iify qlC M000AT,aCF,9+ klN-.J�. lYi➢�Ir Y aFti WIWTFn A N, P a n-us... s _ SIi6T H Ora [1001 TV ..- _ ___ ,.._,s:,MM• (Toro rvnaTlly_ I ,2500' (EFTECRVE WF "•'d4,•^ I i#Nli�^0 'T1i'. ESE Ma MLVMAUM ' LBFTML A ,18.6' a-ED a1LY, W; HiMLRO EDGE. `• - - 1501lE1RIC VIEW DETAIL A ROUNDED CORNER O ENDS OF PANEL'S END LIP W/ HEMMED EDGE (N.rs) '?'.j(MaIEJ Atuu. ANINSTAUAIIQN DETAILS EQR QPTIQN 42, FOR LIFE SAFETY WORM MEL SYSTEM INTO EXISTING POI ED CONIC E OR CONCRETE SLOCX MUCTURES gmcmclIle x MAN Ir N ASOVINED VCOD MMAIMAL Lfl�-PMEL TMNAtI ANCHORS !tea• TAPGOFI ANCIiORS ,Lf'TAPtI MOMCO Q 4` AC" [* @^ PnL�D ao PDII _ PailaEa ! ` PaaraD � t i E t \ � i � "'' f i. :E.f),• j I � FS,! `� ) il. tdMMAlim ' -0 ` il+.10 I M1�awMldlOeW i + Yn.>gWM91a,.w It- eo�imeiii¢fa1 f �' >dd gN � � � qi j i 4YGT 11a � WlYf ,p !A[r 1f) 9sRf iN I I i d: . 1 � idiy t/�l•S�-� , i y �iys � � f r,Y• M'%N%a?i• Y Y !YS:F 11A Tl6Y . --ii 4' i ii k�HI' P!n IAMII • h 1 "•`r`t AVDai ' L Q k• t � j. H,S. a•20if.i�4"S.S, Wr • � -- /az wMla Rlfi WASHER? {'-' �T7'6•Ml3fxz� WING RUT WASHER ' "`+Z/s"+ x 31�' WIND HOT o T2 ,f5 o.e. r'° (roYnrm) ' wASNER aRS o 121/2' ac. a. t s 7APCaN ANpH3 krf" TAPONI ANaNORS L , f• TAPcoTI a INna: � 14 A ANr : {srAaGERFo wf mo) � {stnticERL�T, W/ sTLb) t Q f ,rz" D. L_"' MCO/xaiE�iE EBIAtx "•••." LpEfE QUACK �ORR CONCREIEC� �Odt aW1tC�T� e SCAB 3/6'=,` SCALE 1/6•=1" VIA" CALE3/Bt," SCALE 318's7 SEE owSPACING � P a 20 NOR MOM � Arm"• ANCHOR TIME t 1p1i1µ , t SMCIN64 NoIQBIYIY We ANCIENT WAGM OU .� EDGE DMIANCE ARE **KATEO ON INS finetero� sum" Pall EA LESS TWA d=am ON hrrnsr weee ; y1�' ` GENNy�e •`•.", FLORIDA BUILDING CODE h. Yet- NulTteans zone Ri+YW 3TalEQ1Rd ANCRITP WY _ NLTiMYAIa�ACY16 61gAN oN 5txn1AE ICIw. tm1e QPM11a0 wIOLaR S671 P46Aa,A',EdO. tc.. IO DACE GALVANIZED STEEL STtRtY- PANEL FP. OPERATION TO 58b1i, REdA;lO ...-_ + Tfg.N,....._.,�.... r "If : own 6f: APIWPIG o6alilED nNk TACIDP alPtt ROT P,': - - s TEti - MR LERiHNI iA1PAAt N .-.-,,.�,�,..�.� .._.�..,.. -• r"r�ii ��. �� iLPRLTEpCaabE,O,wrNtaiPRJQuis. EACH ANCroTPON ToP ACKEDt sao feGtl i. m/ealafBaaaD 6llgtt a )Pt 'r'�+''' ,••••• n, a:t AliM. atw PNOiK: (d&1RQo-TpiO.: aF'AAz6ueOa-Em 20-'r16 $j NA 1.,. f an» ai-+ao.. w enN of-m r aPwwe rm q1 +rT+REJ>ui'e' +YMsrA'Ai r s a .._ MNPT 17 or as :.. SCALE 3r8•+i".. J I. MISTAUATgNS ARE ONLY VALID FOR BIALlxIW)S WITH A$a. DESIGN LtiA@S UP 5D4%.3; -720 PSf ANp PAA£L'i LEXCRI LIP TO fi-8', 2 TOR 6$W WOOD FRAME COtJSf1AICTf0/J: WOOD ME14RJ15 7D BE SCU1tW}MI PINE Na 2, W/ SPA aLT/SIIY OF 056 OR Ea1LAl _ .. 3'/24 t� NrnE 2 PD.nA) 1'124110, 114'124R► Qu aR W/IR �}• � A es1>: aOn r maw) fO # 'L` Rm TYPICAL ELWMN FOR SERI E--Z HANG STORM PANELM%Aff OF STARICTURE. /41 VIA, CAP wp 7 77TK 7 \ 7"K 7 -Z 7`7 7 7 \ 7 \,74 BAR « pIPPIG SIINL AL WT�S P�ISTp.aplmAT REAR TO tACLPATE M14T .MALL qi 6PspERi1 ixpN T acRtE - T (,), amumm OF gER)ES D_nnn• E - $ HM+a STORM''P�SYSTEL! CONSISRNG OF PANEL.+ Edn1. TRAOK.S TOP & PAHEL5�S1W1 ALWAYS bE CdYNEatEA Tp ;80TTOM 1RACIT OTHERWISE A STOP �} 911ALL PROYO)FD AT TOP OF SUCH PARELs. (.)}, IF END PANELS ARE. COTR4� TO �OTT411! TRM�6 OO)INECTWN SWU:L. CaNSIST 4F frA*•_za,t3/r," M.S, Wr > 5 32 W0� TAtT DR ,/MaAT..JsW/'a- MM. TNUMEISaBEW INtO TAPPED BOTTOM Tblt OF FASTENERS Y AT EITiIER # TYN ExTERKIR FIAT FLNiOEX OF wa PAF413,. (4). IN CASE THAT END ARE NDf CQNNECTEO TO BOTTOM TRACK tile. A STOP 8AR IS ONLY USED Ai TOP AT LEAST TM'0 PANES SNN.L. BE CONNECTED ro BOTTOM TRACK 1i51NC SPECS lND1CA ON N11iE {3) ABOVE. IN StIC)1 CASE. OWIIREL'TiON OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. pqlh- [a (5). SEE SECTION ,', 3' & A' ON SHEET Yt SEE ANCHOR SCHEDULE GI SHEET 25. ,...,..,.. wh ua., 2724 T'/24 T ® (SEE NOTt J am �'f— taFa s1.YlEixPt wlawxT �« ° BO:4T1 AA x 'Ll At PANELS Us END PANEL`2S ONE INTERIOR PANEL BE I FOR THIS PAMEL) HAVE N. S END P/MELS) 18" !' LAST T•M/EL�' TO 8E INSTALLED AT FAPH oPowc AttwYs 8E t/f• MPc REAR ARtNQ M)RMOiGRU _ � STRUCTURL- W N Vf• 14,c GAP -Iv 'SEG7`IiN+t 6-�I ''�'�T 101 A� : IFA4E 3rJ3" w a^ (i): 1HdINEllON.11F :.ERIF9. tmKE E - Z HARD STQitM PANEL SYSTEM CON5SIMQO OF PANEL 4 ��t. TRACKS AT & PANELMATEPLVs OR� ts• LONG zVAT BaTTDM WrataMATEa ($). nWMlRs+ctEP�TKenED ALWAYS�IUAMI�SNV1"4KWR END s�'`��w�u/���-s�As ON {J), FOR CASKS WHEN ENO PANELS /6FE 1%EJOIN2Y Wf SS" LONG , • AT �9HAL OM 8UT 5 ARE PK)T � TD 8O,1OM TRACK •STOP BAR L SE PROVIDED AT TOP OF S1Xx1 PANELS, {f): FOR NiSTAtLATI0N5 WHEN ENa PANELS AND SOME PANELS PANELS ATE dRECiLY MWMt/On TPANEIl41TESYfO S S&tRKM ON ELEVATIOPI NM�K3�1 2� NOT, NEED 14 � CONNECTED TTOT>�,�BY MEMO. 7�RACK � INSTALLED D�lEIR �OVERIAPS RETAINED � LEFT # Rgt11" SK✓£ # j1/4 CD RMVM L IN51A! t�,bTIdN DETAILS .,EM INTO EXISTING P.QUREQ ,,,,,, {?RTION J2 FOR FE S,�',�1[ CONCRETE OR CONCRETE STORM PANEL BLOCK STRUCTURES $j51`kt SEE SWEET 1• ! m TOA +YICdi6AS TYPE ! /IwaRTYRE r 9ecai s T/'! mAaxO FOR YSIUI,IiQN€ INTO WOW M A,Ialal � ) a a RPNE IXAtpIlIP. IQAAIAI ANCIgR �ALMra� Aln LPIMAAd 410[ 06AINL`EAAE PARWTE6IXi ri8i _. 'aa.Psnuc Cmsaw PIJ a a a a,Ja 2CIIFbIAt FOR EO. LPsS i101N. PASTED: LN LAC RFMAY ANG11�- 8Y MGLMLITN6 SPACWO SHOWN ON 9pMD1AE lA,a wml acre Y UN A4RM. MAL tQIIQ 6r ,HE laumnQ -FaR TN$' a+rawxl t¢ , ,rr A 1/r •^.. -.--�----^�-. •. •' sla1Ca16 OBTAYISLI USMG 1`ALTOP SHML NaT AE I.�S 11MM1wNMUM StMCALC d{OAStPM, POP FA�pI.ANCNpA Tiia Tx) T1k5 MaY�Ai - �, 1.De ,,Ce ....,-_ _ -.. ai - IddfES: VALID F--jNAltfi 3't'LiiY PANEL SYSTEM -, E-t HANG -STORM PANEL SHOWN ON T1� PRODIK:t EVMAMTIDN DOOtJMENT (P:ED,) tMS BEEN VERIFIED FOR. C01:�tAMOE. # B.I) MINIMUM &ii@EpM@NT # TAPCON ANCHORS AND PANELANTE fE'IEALE R) & PANELMATE PLUS MJlT7 CONCRETE ACCORDANCE WITH THE zaza (71h LDITWN) OF 'THE FLORIDA BIALTANG COOS BLOCK s11Att 8E , 1/s". DES" WING LDACS sw4.l. !>E AS PER SECTIOR 1620 OF THE ABOYi. Tr1EMiaNCa COPE•, B.Z) ABNIMUM EtABEaMENT OF tr*"'! R xr@GLK'-q't ANCHIXLS 9HAlt..6E Is x/a^ iH1O CONCRETE: FOR A WING pEEa AS RECUINEp 91` +1tRtiSpiCTLaN WHERE '�E 31'R711ER$ WII1. �E )NSTAL(£D�' ANO NO EMBEaMENT MTa ARY flNISH MATERfAL HNAI,L 8E pFAhN'CtEa, FOR A WR£CTtaPt§ ALM 15lCTaR Kd►6.8S A x-is ANa NaT E)LCEEa THE AWLRMUM ('A5.0) 1J�' +1•`2a SS S�wM.N BpL.T5 uSEa' SHALL BE LONG EP661ROt{SHauliD M1Y'. FlN�FI.MATERIAL EXpi�l.. Ta pE5#G?i PRFSSLIRE lkA7)NOS II+DIOItiED ON SHEETS 25 d 26:: ENGAGE 3J6^ INTO ANCHORS. Mt ORDER TO YEFMFY 7tiE A80vE Ct#tORtON, IN,THNTE llE590N YRNO ILl4DS pETERMMlEO PER ASCE 7-18 SMALL 8E FIRST RI:DUGLV TO A,wp. DESIGt-I Lt'dA0581''MULTaeI.YPJO THEM Ft O.6 IN ORDER TO a3) W CISE THAT PRECAST STONE, OP." CONCRETE PANELS � FOUND ON THE E7r;I5TtNa WALL,. TO COMPARE T1{ESE Wr MAY. TAS,D) aESMIN ARESSURE $A71NG5 INDICATED ON SHEETS g3 d YB... AtJO1WR5 51NLL RE LTRIS ENOUGH TO f1FA0H T1S: VAIN STRUCTURE BENMiO'SUCH PANELS. ANCHORAGE: SHALANCHORS L � AS 1MENTIORED Mt 8,1) AND MI 8.7). IN ORDER TO VERITY 7NAT COMPONENTS AND ON THIS P,E.a, AS TESTED HERE i+qt AVER STRiSSfT1; A INCREASE IN ALLOWABLE STRESS POR WING idMd75 WAS T�L USEOIN. THEIR ANALYSIS. FASTENERS SPACING TO M'0W HAS :6CEYJ DETERMINED IN ACCORDANCE WitF1 N,O.S. 2pt5, (C) ANCHORS SHALL � INSTALLED fO{AOWWC N.,L # TIM: RFGONMENDATxN95 ANO 5! EGiFIGT10N5 OF THE ANCi)OR'S MAl1UFACitYtER: STORM -PANEL'S ADEQUACY FOR IMPAC"f AND €kT1CUE RESISTANCE HAS BEEN YEfLIflEa IN ACCORDANCE MPT14 Si�Kx'1 1828 OF Ti. R SHNl BE 7NE RESPONS98RJ11' OF THE GONTRACfOR Ta YER(FY il# SOUt6)NF35 OF THE STRUCTURE WHERE THE ABDYE ►IEI'tRONEO CON AS PER FER�TpM TtSTMtG tABORA70RY. INC. REPORT / 2032• AS PROTOCOLS TA5--20i, T/5-2p2 AND rAS-7tl3. IS ro � ArtAQ1Ep ra Yl�i� PROPER J1}1CHORA6f THLS 51'P1TtER SHALL IX'R.Y ♦'� ATgCHED TO WNCRETE• BLOCK 2 THIS SYSTEM HAS BEEN DESIGIiED TO BE MiSiALLEO ON THE OtASWE OF THE OPENaYO ACCESSMR:. TFW OPETIRIa FROM THE MSIDE W/0 THE 1bE OF A LADDER OR LIFT. THIS APPLICATION S' VALID WHEN M:151'ALtATION 15 IARENf)® TO BE PERFORM® 12. THE INSTALLATION CONTRACTOR t5 TD SEAL/CAUI.K ALL SHUTTER COMPONENT BOOM WHRSI REMAIN M CONTINUOUS FROM 7M MSWE # SIRUCillRE. CONTACT WITH THE BUfliQiG TO PREVENT MIINa/RAp7 INTRUSION. CAULA AND SEAL. SHUTTER TRACKS Ml AROUND FELL LLNGI,i. }. SERIES iQao INSTALLATION t5 - - AF'PILOABt.E TO SINGLE, AND DOUBLE HUNG STYLE WINDOWS WHENINSTALLATION IS S REOUDiED TO 8E PERFORMED FROM TttE ItSitlE OF STRt1CtURE, t3. STORM PANEL Rl5TALLATKIN SHALL. COMPLY VWTN SPECS INDICATED M THIS aRAWMC PLUS ANY BLIILOtlVO AND 70NMJG REGULATIONS F'ROVIDEO !Ft THE JUNSOICTION WHERE PFIiLIR I5. APPLIED T11. A. SERIES 2000 [INSTALLATION 6 APPLICABLE TO ffiDYGLl AND DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE WIA2Y6W5 WHEN A MSTALlAT10N. S REQUIRED ro �' PERFORMED :INSIDE OF ST 14, ATRIUM IMNDOMS wG. E - 2 H - STORM PT1 THE RLA:il1RE. AND-DdORS, HANG PANEL S1'SiELITM IS PATT:NF PttAOEYO 5. ALL ALUMINUM EK,RUSTpN`,S TO BE 8pM3 YM ALLOY AND TEMPER, (UNLESS OTHERWISE NOTED) ,5. (!) THIS PRgDUCT LYAtiUARON t?OCUMENf (P.E:D.) PREPARED EA' VMS EIYOMNtR IS GENERIC AND DOES NOT PROAOE INFORMATION FdT.A SITE SPECIFIC PROJECT; 3.t, WHERE THE SITE CONDITIONS 4EWTE FROM THE P_E:D: S. ALL AILMOpRMiN SHEET METAL USED A7 CLCsURES SHALL !(AYE 3505-H14 ALLOY. {tr) CONTRACTOR TO 8E RESPONSIBLE. FOR THE SELECTION. PURCHASE AND R155SALLA'RaN INOLUDIMa LIFE SAFEFY OF x• ALL STEEL SHEET METAL PANfiJ.S ft1MY$ HAVE STRUCTURAL QUALM SIEEi.. ASTM A-683 GRACE $D MIA,GAUWaW . STEEL: TH15 PRODUCT BASED ON THIS PE•D, PROvhOEO HEfSHE paES NOT DENATE FROM SIZE CONDRION$ DETMLEO ON DE5IIMNTg14 WJFy= 8M.5 bl (AFTER ROLLED}. THIS DOCYMIENY. RUCROR SAFETY AT :A71i 15 T}''� CON'i1tACTOR'S RESPONSIMUtY.. a ALL SCREWS TO BE STMNLESS :STEEL XMI tSA. ATIT NS, SERIFS OR CORROSION.. RESISTANT CWTEO N SC'EE#:, AS PER DIN (D) THIS PROtxlCT LVtiUATWN tX)CUMENi WRL BE Cat/SWERED. INVALRI M' M0[MF)EA SODIS w' S bl. T _1 i. / p YR:La SiRENG H MIO MO ED TENSDk S'tt;ENC#TN #SHAG. COMPLY Wr FL1tRIDA, HUR.alNG CODE. SEC'DOTI. 241 i.}.3. (M) SITE 9PECIRC PRQIEOT5 SHAG. � PREPARED BY A FLORIDA REED TtNGMIEER OR ARCHITECT wHxH WILTHIS L 9, BOLTS ro BE ASTM A-307 GM.NANIEEO 9PEET: OR AS 3O4 SERIES STMMlE55 STEEL. WITH 30 tnl MN6MLRf YIELD STRE.tW;T)1: BECOME 71� ttiiOilliER # REC4R0 (E.a,R.) FOR THE PRQIECT AND WHO WILL 1TE RESPOI'ISIEA.E fOR T1iE PRTIPER 10. ANCHORS TO WALL SHALT. BE AS FOLLOWS: St�iR11rt#TiIE LATTER ilk# SRFSPECIFIC TNt+1�WR 6 AFCR�RL�VIE�W ENC,dIVEER TD THE P:�a, ENGINEER. $RAG_ (A) IO EL�,Lm PfYURm (a) i1U5 P,E.p, SHALL BFAiT THE DATE AND ORNiWAt SEAL AND SKMLtTUFff OF THE PROFESSIONAL ENDINEER Of - 1J4Y TAPCON ANCHORS AS MMiLR'ACTIlRID BY LT:Yt. BIM.OE)I, INC. (MIN. Yc=3t91 P•}i.) ��� THAT �� R' - 1/f• e % 7/3" CALK -IN ANCHORS, As MANUFACTURED BY UflYALr INC. (MIN. re=ipa6 P.s.LJ 10. STORM PNfEi. WNUFACTURf#t'S LABEL SILq:L RE LpCitiEO ON A Rf�1WlY VSIRLE LOCATION AT STORM PANEL IN - /14-10 PANELMATE FEMALE IQ W PANEL1AATi' PLUS ANCHORS, M MANUFAC[UREO <87 19.00 � PRODUCTS. ACCORDANCE. WITH SECTION 1708.e.3 # FLORIDA BUILDING COS. tk>E LABEL SMALL BE PUS FOR EVERY OPENING (rt=d3S0 P,i.l,) IIBEGARi TO COMPLY WITH SECTION ,7OM.®,2 of THE FLORIDA BUttLMIG CODE. AA) MINIMUM FAIBEOMEM OF TAPLXNt AtlCtlaiii Mlla POURED CONCRETE SMALL BET 3f4• AND 1' T� PANEt:IATE FEMALE W h PANELMATE PLUS. AY) MINOAUM 'EAIBEDTJFTTT aF t f4$ X Tf6• CALK -.It# ANCHORS SHALL BE Li T/6" INTO CONCRETE. TIO `ENBEOMENT ANY fTNLR11 MATlRNL'StNL1 � PERAMTTEn. ,/4" 0-20 SS SKTLWA41f 864T5 USED SMALL BE LOnO ENOUOFI(SHOULD ANY fMM549 MATERAtl, EXIST) TO ENGAGE /4' NtNT NIiD ANCHORS. A3) IN CAST THAT PREC/5T STONE. PiZECPSE COIVCRLiE PANELS, OR PAYERS BE fLA1NO ON 'PHE E,aSTIND OR ""�u FLOOR. ANCHORS SHAL1. BE L{AYG EHatAP, TO REACH THEStRUOTtRiE BEHIAMT 5LM>t PANELS. ARCHORAGE Bt1AlA. `� UCiA✓9�,'C;� �. BE A5 MENRNED IN A,i) AND Na Al). �. IdD.44t67 a - (B)7O.EXIYT1bG.",iw 1 JA" • TAPLX)N ANCHORS: A5 MANU 1FtLTLgiEO BY 4'T<w. 1MRLDE)L IMC, FLORIDA BUILDING CODE... Ni Ystoa NurYieane ton! i/4{TD xPAHD.MATFEMALE�FA!)EfMNPkMlC1@H5 A9 MANUFACTURED BY 8PY6.IE GONSTRUG'TiPu+ ©..DRAW %'•. F.(...... �$ ",,• �7A TUOw:dA: 2a GAGE DALYAN�kD STEEL STORM PANEL '6Yi _ FRDDucts tl'�n=znxl ati� . TPA;.�.,�.��.�,..""""""` B1Lt P�TECiION 1�RfiDiiCi3, LLC. 67fi� P �I L Sd � IMC, 16oa 3,M. sf sIPETT 'f � DY,,LY1q WIpM YaBtRiTM MQC �a61�»Mi7;N@I N31)1�-iTa) ZO-tTH T0,1Y , w� PI•'lale - � 0 nOn en-,f011 !t♦ MIRI r ♦ : Pss ORMMW 110E PANEL 1) 11410 POUREQ,CQNCRETE OR CONCRETE BLOCK Pt SGtJWwMtaEJW1E MKifR dr. PE ou. Ww " - - _ - - MI6aT 41 O 'lf SM mm IT 4 cu AoOere ,. � a.L �,' -�.' any � PEA m ��• ` °Minruc® '. _` ffi1E 1 i1tIM1 xl t 4 1 { �: � -i �•) 1 iiwa r�Ali •iP� � $ 1 k ) I �". +t14�fu � sTF SQ£DL«E i I/,•,_,63,,r Ig�y i-`Fdi�iW. � 17kp Mry ; W 'IM.� � 1 m WRS. � 3 .! /OR� % .1 ! 7alnr �0 1 m 9A6 f 6�fiVtlAP L, I _ FVaLY 4YEItl.M ".>�� � 1i ice, sett a�OMAr � 1 j i d I, .L / ! � ,� Wrt POtA'to ,p', A"1Ti}Y�+laY"16YSA,s � 1 � r� . `'� ° � � Nab :..q• A f W�n'vJa• 4 Mn�.t.N'wlP�n/a• MtRETPipA"xaa/r 9 r PAAwSI�t AYPIa1M ,ahlwt � Nx.:Rl1 NP 1 f�l7 I ir��r�✓ r � awt oP rsA, � a+i. p ldlSIX mmwmozym Wld;[th�i IN31C. �� �----•a,n vA BIIR.D-OUT LKNiNit}dD MIST. © SCALE 3 i SOME 3 1Tn'st SEQiiDN. iL 6Lia. id-$! �: SCalE.3rA=•1` ' SCALE 3%6.t- iRt ATi�L � Siy1lHlgtgll z C a RANT. E a ® a �c11mT+de' e6TNu,pK TYPE ON:aMffT o. �SI'y1 � , `�. y'" = • .d� - �•urrN_w � No. 44167 '• _ Q � � Iw • FLORIDA BUILDING CODE NI h Yabei Hu cone Zon6 STATE OF :'� _ NO2a ,ATEW, Plc 20 GAGE (UILYANIZEO STEEL STORM PANEL IAYW M14 :DQelt...i as . oslntt O • OLOOAL . ATT av>yrmtA ....... ,/� PRCF�CiK?N PRt�}UCTS, LLC. sCALE:. i/z' . 1' � "''� �i.�• E C DIVARNI O IMC. ,aCD &x. el aTNEtt - Lt tom'_ asatw><.� +ucPP nauar FeA7Ne(eaeaNmmtE�.s��(me)dea•h9r 20-178 taw., MNa'Nr-+no. ew, .»-u+, ,. 1eLs 7+4>. P.E. SFeV/yONATItPl`fGA1E. tlI�TER h9iawa PE r -1--A N cu AoOere ,. � a.L �,' -�.' any � PEA m ��• ` °Minruc® '. _` ffi1E 1 i1tIM1 xl t 4 1 { �: � -i �•) 1 iiwa r�Ali •iP� � $ 1 k ) I �". +t14�fu � sTF SQ£DL«E i I/,•,_,63,,r Ig�y i-`Fdi�iW. � 17kp Mry ; W 'IM.� � 1 m WRS. � 3 .! /OR� % .1 ! 7alnr �0 1 m 9A6 f 6�fiVtlAP L, I _ FVaLY 4YEItl.M ".>�� � 1i ice, sett a�OMAr � 1 j i d I, .L / ! � ,� Wrt POtA'to ,p', A"1Ti}Y�+laY"16YSA,s � 1 � r� . `'� ° � � Nab :..q• A f W�n'vJa• 4 Mn�.t.N'wlP�n/a• MtRETPipA"xaa/r 9 r PAAwSI�t AYPIa1M ,ahlwt � Nx.:Rl1 NP 1 f�l7 I ir��r�✓ r � awt oP rsA, � a+i. p ldlSIX mmwmozym Wld;[th�i IN31C. �� �----•a,n vA BIIR.D-OUT LKNiNit}dD MIST. © SCALE 3 i SOME 3 1Tn'st SEQiiDN. iL 6Lia. id-$! �: SCalE.3rA=•1` ' SCALE 3%6.t- iRt ATi�L � Siy1lHlgtgll z C a RANT. E a ® a �c11mT+de' e6TNu,pK TYPE ON:aMffT o. �SI'y1 � , `�. y'" = • .d� - �•urrN_w � No. 44167 '• _ Q � � Iw • FLORIDA BUILDING CODE NI h Yabei Hu cone Zon6 STATE OF :'� _ NO2a ,ATEW, Plc 20 GAGE (UILYANIZEO STEEL STORM PANEL IAYW M14 :DQelt...i as . oslntt O • OLOOAL . ATT av>yrmtA ....... ,/� PRCF�CiK?N PRt�}UCTS, LLC. sCALE:. i/z' . 1' � "''� �i.�• E C DIVARNI O IMC. ,aCD &x. el aTNEtt - Lt tom'_ asatw><.� +ucPP nauar FeA7Ne(eaeaNmmtE�.s��(me)dea•h9r 20-178 taw., MNa'Nr-+no. ew, .»-u+, ,. 1eLs 7+4>. P.E. SFeV/yONATItPl`fGA1E. tlI�TER h9iawa PE r -1--A N N C � O O O W ' C O 6L.1 � ti G n Q Ll. � V G.a ELT L:D SHEET N0. SH 1.2 a - ♦ .e n ..rFEr �♦^...Ct, ♦ 1 Ht+ l 7:+ M• t-7 sa MAXINUMM ASLOO.E OMD W+r.) Mak. iSEE TO f Cd7011WM ro - 4Ne.o, 0R Ii55 2 9f1a BOLTED • 1'. 2'. 3'. T M, rw$Nv +0". -7S a 70' OR LESS 2 7f6' BOLTED • 4° a 4"W pq�.,_r,� T' 1/4 F,SMM3/0'-5,5. M,S a M EwAStPIEO`FROM HOf74M OF PANrE, N1ceEIT AT WeAIAP .r 4aR Of PJWEL LENGTH MAX"MAXIMUM ANCHORS WACM6 FOR L O. - S Sir +' APFUCAQUE TO {ANY UW OF THU wuWFw vl�l:L LaNnM i' NAtS PRESSURE RATING TAPCOHR C4M-+M s PAIALM MINT m Pi1MB1KiE Puts Ta OOMcpErE _j9ML- 7o 9mam E BLOCK t0 CONCRETECONCRETE BLOCK TO CONCRETEITOmm ISM 12" N/A 12 N/A. 12' N/A 12` - N/A a' & 2' (TGP). 11• S -$ 1 0" 3` S" 4° 4' 1' a ROTE M ) 2000 12' 3' i2" 9' A' g• gs. a,.:... 7' (EOtTODM 66.0, -75.3 N A ! N A ! N A ! N "A ! R A ! N 1 A 1 t 2 2. / i r 2' (Rot7aM) 70, OR LESS: 7' N/A 6 1/2- N/A 4 Ile N/A 1 4 1/2" N/A 3' (w) it N/A I;r N/A a 1/2" N/A 9 i/2' NJA 3' (BOTTOM) le N/A 12- N/A i2' N/A 12` N/A 12- or 12• 9 1/2` 12" TT" IV 11- 4' (WITOA) *LIMITED TO 1&0 µaf. ASA. OEM PRESWIRE RAIIN:.. A SEE SHEET 26 FOR MCHM TYPE a. SPACM MR ISSINUATgn4 KID NOW FRANK &ADIMIL WaIUN MOM WAS NO MARIUM EDGE WMICIE ARE MOICATID ON THIS NOVI= FOR E0. LESS RWF NlaGM ON 52MU SEDTIEELE NOW SAACFM BY MUL71PLYh* SPICNC SHOW ON 9CIMAfi' BY RE r1 oPaNaaM ro PC"" La FACTORS, FOR T,IS POBIE EDulxa SPAWNS 99lANW uxNz F70FBR SNAIL HOT EE LESS ,IeNF 7FD T Rf2Ta.IMA 4PAL3M0 MIDtGt FOREACHANCHOR TYPE A ApGHORS LDCBVO... NIQIDR lo9. T/4Y 1/4Y 1/4•Ec t/ri tAPaBM SAW.FAtK N Yk. N1WAI1 MPAaw #0 3 a M f/M r> a+AP.HA DO 3 3. 3 3 Wngm. 9.* 00 4 3112 3 1A 4.. EY "W TIaTOR r 3 T im - too 1 + I1FgARES Mot, MTV" BETWEEN BOTTOM OF PANEL i 1/2• AM 0 TO t Mw: V •i' •i•REQUI ES Aw . DWANCE BETWEEN BOTTOM OF PANELAND Q) To EIE. 3/1C /16 Mar, CQMEONENTS FOR REGULAR LiFE SAFETY do E-Z HANG STORM (SCALE 1/2-1") PANEL SYSTEMS _ (TOTAL WITH) - - 't2ZW (EFFECTIVErtMJ' '-.•,. � 7/45F-2W5/+` �..750" S4 STilO £7FD: -r-}.. ' •...-.. 00 , L^it: Dom. �_....._..M.6. 1/4' (TYP.) ._..„, .:-.... y 26tl -t31:•0•..,.... :4 w- / 9°\.. { 1 1 P ". -". 0,024`. MET: DMOt. '. i J7{'p".'€ ..: �^ eaD r ;.., . .t29•'' { 1 'SO NtcUT a.B t/4 MAY BE REVERSED). -i .r 'i1.lEMMEO EUCE OILZ A 6TETL. AYni ,t�3 1VP: •� , I " OBE : ^ a ,' : LOT?`SE i I IMIAaE 00 MAGNUM 2. # 1-KTAIL A CAL Nt-etl v. -----------•-------- E9GE --J t�L i...a84':.. .379• T:90D'•--H .125 : 01 STORM PANEL t--1:350^•+A LtETAk A t 2.Dpa'---r J FROM 9 ALWAYS 2 AT END AT LEFT SIDE OF PANIC. *14' HEADER * K ANON WITH STUD AWELS Earo UP •. PA H!E WFD fDaf lO.W' _.-�tASE• 4 :Las'" roam' qG' EOEE 1 ._OF � J/5 i99 tttltt r OALVANI2i(. lEL '-s �i.zsD � 1.�dJ" e.azs• t 0.S75' ` 0.25010 -- i A E3'A ROUNDED ' A : PAFIEI: r GARNER ENDS CtP' S " ; 1.,. .� .ras=fi._..._ Asp f z,0:�_w,�L � O ,, 1 R 1 J` sasQ ,G72' P EDGE. END w HEMMER , f 2.5/6 I (#{,T,S) 234YS Iwt" Ds7' i (1'NP•) TBp @) KEY H P WMIZ 3105-MI54 ALUM, ALLOY 825 s pp _-._ koEE INPE 8 T PANEL iYAaA ��lil�i �P,�i _ :T ?3' tSiE SIR£l 6 FOR AQOIIGW. i 2,124 -•' .750"•••-_ r ci rt-Arr 1 /8 t L_.. 913.• 12 - IMITATIONS. t REEVE UMM A 1 1*. ONLY �. ONLY VIVA F'CR NSTN1IR10IO.MfiO WOOD STRUCTURES. { f aq0-..,�. 2 -z:S48 • 'H- 'U' 729• 2• i 3,.750• a Amri �? REV• HEADER HEADER �j 1 �.EE1tE i • .iAAx. -1" MIN, to S' MOT: ANGLE �-x.ODO"! __m i *1" TRACK @ PANEL HANGER � ,5 4' rp-- -�' '' } T'a7,` 3.(WO'-^ W BpaT-. AtAOY .k.....«..... } �'����LOOP" i'.,"-' .-1i , 0Ra° 2,pQp•I f p t ,.T 2; . 14ft t �,1VY1iG �. r/ kE +t�' @, {;,EN '•„, 3 (USE ONLY OR E-z HANG -:xat IM PANEL SYSTEM) 6M-TB ALUM, ALLOT s N0.44167 i FLORIDA BUILDING CODE Non Hi h velocityHUrclaons zones ' + , 123" N. KIN. O 1� ' i 3: dew 1171m Rim F.P. 1 l t 2Dt _ - iTrn.J .�. s ;. � &TATf DF = 24 GAr BAIVANLTkO t..ree:rr STEEL STORM PANEL tR4w 2.aaQ' �g SECT oMs , sANN, ' "� s�9 . s, p ., A A • '- r �;� " L PROTECT" #ILIECO INC. ♦a80 PRtNfUCTS. LLC Se. of SRSST 1 BUILD-OUT'P* # BIIiLD-0UT *F* TRACK1@3" & � WASHERED W(NGNUT tEAtEtO' Hrr'ipeW''.ti-ELLS . ri. Mf-Ct*1' PIMR_DE+1rI1M-'is 6 CVVf+psr)eeP^srF7 20-175 rsrs eIMMnMA xs j= ANGLE (- 3 ALLtYT) 'Rl ews. WALTR A. 4 A,L m 1Aa4 ![. Ter aim 2 OF 1e N T! D F REGULAR PANEL f1 I���I(9tLS � INTO POURER CONCRETE OR CONCRETE KSUCTURES ALTERNATE CONCRETE ANCHORS LOCAITON CONCRETE ANCHORS -(SEESCHEDULE POUREDL (SEE SI:; Em ON--') E opm POIRtEO CONCRE� SHEETS a THROUGH 10) { ET-T ` ., • SHEETS a TH NJUGH Tali OR CONCRETE IRACK REOUI ED. { REQUIRED. iTiOUTE LEG CONCRETEmm O• LOCUION CONE SCHEDULE ON CDNCRE7EP R�EOELHN�` SHEETS 9 711RNKFWi 1 #..,' r p� -Y ITT A4`zttear itKMil - T tfr � + r'• (t/F• +Cl` 1 y_ "---�'iM MuasRK me aaDr a f2' t � -i `aA A� w/ Mrt ... .:,d.J, MAX, CONCRETE ANCHORS ., � 0 it I/ { G 'r (SEE SCHEDULE ON- 9HEM 0 1400WH TO)' 1 a/7' I� T V-mw E.➢, 1 e -1r A V is kkJA7 r B I � T P.WfI. DRITH ON SHEET 3 ;SEPARATION \JR 9PaER ;, '^•'E TOGLASSgF.:. H +1o«BOrt• ON SWEETS { K t4R HMR • { TO MAW, ! H/4i-BAT H( i / 9 At tq � IOLtM W tttrom a,Ea r i I IGAt5 T8+ SHEET 3 u t SCHEDULE ON ) � .. _..._ Y KEN. }} .��� AGER' C iu a1D4rP� } ET nE6 41aN Y i PaM 1" F T Ap,.: oB+r MJ PALE 4SNfJiN Seer t i { (SEE SCHEDULE ,IAA T 3) f l MMmt C! F/RiE.LENDTH F 1 i ON SNEER 3J 11 {ARATION� (BEE SGHEOULE i T TKO 3 ,�..f _.•_ OHSHEET 3) H SAE 1 H 1(SEEOF . 1 L PAR, % 1 i MAX.I sox 1 '.+ SPACER ( I OF j + 042 1f2' O.G t r +� I tf. + * LENCfH 1 MAI L - H G e a NEiII aO.TtF CONCRETE . CONCRETE ANCHORS EiDSTING POUREyT. , ;... ?, (SEE S`T."71EDULEHO�t (SEE SCHEDULE ON I CONCRETE , �. ,`. OF PALL aR SU9 SNEERS 9 TFtPoQUGH t0) - `C•i' $HEER5 a tTIROIIGH 1Cs72 1/8" LONG MAX. AWMOHai REQUIREQ. .• .. T ,-:_„E; T. CONDITION) °'✓'SPACERS 6 6 1/4' D.C. VAUD FOR I ' PJ4 _ SRNG POURED C9lmm t 4" OPEN H!)ADS AND -PANEL E765DNG CONCRETE B- t. CONCRETE BLOCK POURVO CONCR Li7fCFYtS PER SNEER 3. tSEE�9gR1EWiGE 4H .. aEOUHREO. OR CONCRETEBLOCK - T" HMAt�, HgtNR ALUMINUM M SPACERS 0 ,,,....a, ,.,,;. CO.-. ,TNEiTS 9 THROUGH Td) O - 12 t/2 q,C. (SEE TABLE'. /i ON SHEETS 9 & ,OJ SCAM .3/6.I- SCALE sf6rH R, 'fa-�. 1p1 r' t [r FLORIDA BUILDING CODE Nan High Velocify Humicam Zona S • I 2 .. aa LAM t id. -.. 44167 -rm24 WE ANtZEO V STEEL STORM PANEL GAL - fGVNMTeMa a NOTE FOR coMEaNAm..Lff SmIlONS: IN, • 'A' a iE r .. m/xF/x:e E.D.- EDGE DISTANCE s STATE'0 `�...:.t; iL>ECQ,b C, BAL PROTECTION PROTRICTS, Ll C. aaF (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS: CAN BE•. s R ' -,Tri3iH' 35r 1 FL t OAVIi, SHEETS $ 8 4D) INST& COMBINED IN ANY WAY TO SUIT ANY +. GT"•••,...,..••T,?. .(saMHAF-TaH3, FAtI: CMB+N6F-an7 2D-17SI (NST'ALiAT10N, iQ ��. � � «MFA Nr..nL+r- M410oUH ATAF1F11W r,M * - rrrnr ,a.. OAMYSM Kx .. 1ME'1Gk P:E. +T*- a swm IS Or, t6 ' INTO EXISTIWOOD � R Nra s t 1/2" MIN, WOOD EO PEAETR.ATfCN ( T/4Y NC SOAi1Y6 a A' 0.0 W/ m E7167NG N'0.0HEADER-pi ' T V4Y LTG RCR' It B`.a,C..Y{ t t/2'. Wn 1TtREADF.0 PENETRATIONi RAT OR Of LTA. , ill' Min. TIpIFfM PARTUTI N TO cdorm w0o0 1RADrx. oftt4M1• SAH.S i0'EwMW wow MENDER. EA O+D OFQ { , Y14`* 2* M.S. i Tt / 4 CaM, {,4.f• aM.s. •E`/ f / 6 crN,Lr/eh3 r VYK„ ! O FA ElID a Q � 5 /v 1 • 4 $ CPA r aY -s4tr" i tAO. SCREWS. a a• HET w' { 0 o. Ba; i ,.s ;/A. 1 iaFs: DLTAA. T/24 a .0 MITI -- �E! T�..313a' i ro { Rx€rwT±aN 11 #i NOTE fA Or fl4FT 15J (TFF) t a Lr { GETAa.. ! 36' AWtn. IF te14T - 4 {14Ni' SA1,S, 't lr L , S i e� is t� ! EA ut'R#..OrB (1MP� PEOUO Yipp olp" t,ETAb nELOAi.. TWILmm- To REDUNEa t 4 • NA3 s HFY2 4 aw3f ssr BEPAFLASS, J a t� MVap/ • ,, YAS/32 _ m 1xAL�R - ' �PAAaTTWN_. t 4t 4 P aY� z par e • NDr k Ais w a e.3 N t0 GLASS. EVERY OVERW M!W /32 bAl7 ! f2" aC T. 1M, Etkin'.CNEMLAP x 1f4^A-2wS 4^ CLASS. j ? iyHC W, .7 semw 6/By/344t ° ` MEPARATWN. vRN SfAYf MMD MVt g iO odM58: E1,ER"°054FIAP. ..EVERT at.AP. k _ ' ro r32 # ff a wG0 : 2"N3' Mnt 6 1r.Tt f "e- - a• I � �� F iEMNE $ 5: 7f -- lD+ a, t t/ VT 4 IA, a e : 7,/6 ARn. 1iOFlIGD : ' 1 W 7 .2ar3/ ETEtrunoNe T7 T1;r OS t" M 1/4YrwM,N3/4' L£ AY e e ac w € i / isnRLRs 2: t4 t 4 4 .s: ta6a : ,-f iE ,R6D qy 7N0M1'E,A 2OMt Dk "FRET' ,. Tom} �� t .. , Ti.. 'TtAT'ORaN � .... ..i, .. . _. r 1E PLUS Ytj' '' ;ne: .. NO,E to BEu4F) r •,•,/� rt 4' lrel... 111 7A%3/1 7 1qa P TFMTKHd +► 12 C !.' w,*^'^ ; • � � Cent. PVI'A FIpT �i2` 1J...6... Milx. 2".4" � If9Y IA0 • a^ D.t.. W/. " i/i •e" mw T> , FC t 4 M,r W04D PIA7E NECIURCD .r ' t /t^ 1Rn. PFjETRaTw#i Mm, {a7M/ .Or MUST E1RATtD1± RAT' 1xrGN FDBE Am 1 r4'utc i' au OFuT FIAT MATE REatxREa SCALE i/4+1'• 5, Mr OR ON FDOE ALTERNATIVE 7'"W SCALE Ifs'-t' _ JURAWAMALTEBNAIlit� 4•rW 1, a YwsUP ° ' a rtTliFjjy'sDNE 4TIWYE 34�tos=tD 8 iDR NQP wt>O) FRAME CtOLSTR{N:110FNi WOOD NR.tN9ERs Ta sOUOhRM i�a �•� a' ... A%j SCALE 1/4'-1` PAE SA. 2. w/ SPEC2IC- TtEtN9Gtr OF 0.55 OR HAMt- + 1-0- FLORIDA BUILDING CODE (High Velocity NSA Tticove Zone L 0P (� m ? No, t Z 0= MITIA w- 20 GAGE GALVANIZED STEEL STDRti PANEL FA NOTES low OR 2a0O OI 9RiTOR(p AT owamm, EMBED ON �! R 3 *' : T� S OWN, R1'. ;.: SfiA pF - -> GLOBAL. PROTECTION PRlDNfM, t.C. Iv/"10 tIQIE ECR%L0E( N ar n a 1p 9�, l�r E vs Aii llMc, -M aw, St Etr TOP PAY Rao "STALL DR, a 00MM001RFD IN ANr CONE: 1 A'...- 1• Nk � •• �tuY, s, � 3q r4Vae+�n aN4 PIaDNE: (es4� sa a f�t(fuulFtw+•F+1ar 2i1-T76 N L ....larvuw,l�.�.,cew *. / NIMi Eta OA-aGPa11a Afto"N., ROSE, IIiUT 'TER TRAM HOT W" FOR F9.ARITY N8 9GvlstMDrinwEJV Nome T e t- P.E t • as - w Mtes 6F 6F.34 :M" LLM!►•S.A' DES[C pJjEsst16E4�i�A�i13C�.�Aat f.� . ER-R& MINI 2/4 1/4. 3/4, 4/5, 5 s & 6/5 M1•MUM stNtxE PANES (�i clu�rrH L �i'rHFRikli.E SlNI"� �R$E�jULAR STORM �1W/6, 2w/B. 3W/7i & 4W/7i eAu_fry E IN rtxO.e+ tlET 1 441 t? CONQ E�.+1 QQH= BLOCK At WOOD (t) "" 9� TQ s1 SCHEDULE 1 _. _ 3' MAX G..N.1%if..}'AA::�.t,.L+,s't a mra®w'un'rc AT EACH •'T' ION: t' %qa t O W - AT TOP DR R17t7UAM. � TtEALKS I� i',d3..Fi3,4� me T7..MW �.>: 2 , 3 , +I.r tr-1--,-r 'r--1--t-,--r-r---i-r--1 •T--� ��-.'_-r--r-r-r�--r-1-=T�-�-.;'.. AW €I DR ft) Ili 1NREGT +uHttNrcTT AT �- T'R 1 s - :.. _ _ s wTff-t- +l- �1- PANELS-. � B�Tm PANELS ! to-•Z07t �kl SECTIONS : t ' . (� SEECTIOW AS APPLICA E X, 4 + -- --r !ir 1 I' H rr WN, 1/4. 3/4, 4/5, 5 5 A 8/5 i• NN 2/4 a W/�4W 1W/B. 2W/ . 3 f'7 /7 ----- -ANCHORS (SEE SCIUMUM OV 9H%M 9, 10 _ REGULARMOM _ P ION zaBT..... tN�4.S. 1/4' Ne'r`GAP (AWN, OAiri�A-P--�1-k-A�IDtE V,CtE:} s SCHEDUIX MAIL �, SECTION -A Nss. ACTICk D(t)-L+: A AUS A.lpwMlE P LOOM FOR A OMEN POSITIVE AS.% am" LEAD. L-: MAX AUL&ANAI LE PAM FOR A GIVEN NEGATIVE X&O, DWO2R LOAD. (2I PROCMARE 10 Of1ERWW SWOMUM PANE. LENGTH, R1+F:N A Pawn ASO OFSIat LOAD METHANE MAANK% PANEL LOOM 'Lt• FROM SCHEDULE- GNEN A NEGATIVE AU, #9WN WAD. DEMONIC MAGNUM PANEL LENGTH "L-' FROM SDEOOE fW{Ai< rANOMUA, AIWWAB 4 PANEL. Wow is am TD TEE' L, oemamm Prim tzwlm BAM SCHEDULE AND T.-'. (3)'SEE SCFIEaU[E E914M` FOR WN. tVWEi. LFrNTIN FOR POINiStI'[ OUAMFIOVIWN. ( t%4f►, .1+4F1.,,,k. K}jfp" f,_I(tp) .1 $ c. •1{ itcSUENritd(."- N RiSTA1L Irm INTO Som ARE: 1PMM Ta s.{51.0, MAN. Rsa +N'E LIRE RAMC •` A, t0 $ti. FOR FMK, ASA1. INSICAI i MNi. RAVEL IfiAR xx � EN SFACI;R Lo OSE9:. .• .,Tyr � •. FLDRIDA BUILDING CODE Nan : h Y910a iiw"Flcam Zo9 -1ne t NPm 1 num tNm F.P. _ 24 ii1LLYANIZED"STEEL Sh"RR PAREt • 4 DAtiE 4r _ of 1 i6� � aEwAi W. TAB * GLOUL PRDTEC710N PROOUCM UP- �/aT 1; IE 1L ECOE1a�. cx .eaO t srRtT `y ctf •, QRl9A •.•`'F4ts . / 7v nn sA fa m NaNL n a eM aelk ti =14 -175 gi/Ab,s�/ ;, A„- = Pr4 OOI at"tNe MORE (PW)®F-NATO rAre p wimmm,MTa7 2fl ... pfA•OFiM fir. m,., .. - .Cs ++� "bF t V n MOt1.iFA A Jp, P,L *"r SNgT 3 tx N MAXIMUM PANEL LENGTH MAK9RNIN A9.D. PAF*�u� ttAiiNG cs>NcaETi $ wag0 NSTALLATIDN9 'r 2na tr-n• r2_o• 25:a tz•-a• / r �a• 3qa tY-$' ta-T rtO.O eSa 9-0' d•_y 30Q F'-t~ !'-4' spa s=r e•-o^ dM a B �,r' r'-r 6Aa 6=0' r-s• 7raa r=s• r-a` a r`-Y d'-!0' �:a r'-0• Nr-6' ias� a a' �-,�� t TAa S'-6' FrtLa s'-is• MA sINIFiM PANEL LENGTH M M YAJHad RSA. UM PFtlF RA1PR+ of -) CONCRETE R 1pg0O. B!75TALLAT'�NS f Le Ir �,a 2b,O F8'-70' Tt•-0' ,Ina _ tt'-6• r0=�• ssa Fo=Fo• 9=s' tsa ar-F' a=r saA e-r 4.�. 33a 6•-9• J•-B" au >Q r s^ CTa 7 d r-s• Sao rs• a'-rT^ 9wa tF�r» s-,a• tea 5=s 6 4r nao - s_T rrle +_e• MINIMUM SERARATgN. TO DUL9S LERDrFi WRIO s1•Em C T76 m.P•N '. bvbt SPEED a T7a ,nP.O UfMiLSTRANEQ RESRRNNEO UNRFi:RAtMiA RESTRAINED 3D OR LESS 6` a t/4" :r33 TO e4) t` i• 7 if3:' 7 }fa" r8D TO t45 1" )' 7 tf2' r if2' THREADED PEP, CRAVINGPROFESSKIW S INTO U90 STRUCTURES ••-�---------«-1 _._.._E�®�'�"' A .�'1��T � ,' WDaD ANCHORS �,, i _`•.._.. -_ r \mar. SCHEDULE ON "-,,� " t/4Y-1mn• E 45"EY SHEET3) T/4'M+acaT• i "" ! ✓ "` ON SFIEEr 3) SKEET ti) ; NFAO eats F a AttJeam tf�wRM►+a. HrooD LENGTH C WOOD ANCHORS i Z F I SCREDMLE REOUtON 1,. 4 . ] _ -. - ONSKEET t FOR REU - 1i.:y I t/4' i S�NEEEISCHEDULE SPACER t`k i `` I i °LENGTH i Ji* EO r I •",. 1 1 H {{ .•.* i i L S r `q 1 i - ,' IAAK. LONG ALUJAWM SPACERS 0 .ta. ,f2•. '. O.C. T 1. i. T.J 1 (SEE ABLE !.. 1 tk H #. 1 • 4s ,. SEE. NOTE... FOR LDHTATHDNS FDit. 1Rn ik .; BELOW I pp 1 t� r t : 11 SEPARATION 1 ..:, MAN. "I, MAI a, 9. , t 1/2 L1EA� : - 'L. MAY 1 1 I P. . 70 HRASS,. i PANEL. TkFiOT#H :i ) � PAN0.. LLTiGTi( '` BEE 5CaT SEE SCHEDULE fi H .(.. {BEE. ST;HEEMA:E i fi: ( _.. 1E I. Cu.S t .. I - r.PAN@L. SE PFm R} OR PANEL ATE NEt;7 S) ON SHEET 3} - i S - G ON SHEET 3} 4---. - _.-_i._.__: 1 S SHEET 1 ="` " PLUS (SEE St?ILi)tAE CG9 :... _ . ..... ...... .. b. I yy S { 1 Y" N 1 RL , �r WB IiiRL SEPARATION C v F 1 Iaf4tt NAM r-s) [3HtSRNG G Ttl GLASS, KATE WOOD 'i - i GLASS-'Y ;iE€ i PtATE'lOUI(ifdT 1 ON STREET 3) + DIRECT MOUNT W/ SPACER I ALTERNATIVE 2.W � SCALE 3/8*1• L : ' O to 1) D.C.SEE TABLE pl ON 9HFE! T1 MR WJt. PANEL LENGTHS do MAX. 10 DEX LOADS FOR THE INSTALLATION. " ., t OF FA • : .,^i O 12 1J2' OWOW.e j ELL_. • ..�! � �1 - ANCHORS woo -•-.j } a. - g` w/. b D MAW 34 MAY AN t f JY LONG'. R: (SEE SCHEDULE IS)� LMO V*41 WOOD:: i1. ; (( '. ". �Jil `: {[H t j 1}. ); ;.,.. Rm A Fir(JN SRO. pp.. `'n _ '... v 1 f1 ( mium mma It INS TEO ON AMET: III. MATE REINS _- ;: WOOD ANCHORS. ,.. ) '.:.. Il. T" ARC. N TD PLAIN .�; N4 M DO ,• i 1 pp ,S `AOOERE{8 RY/ STUD ' Oa WI#T a 1 PE to , Ae r., "" itAYE REOUHRED E'R rMWNa oaNO 1NeMf CaiA•orMtln' aA WTE Fru" W am ) H 9 P (SEE SNM EDULE ON COtOREHS 1,f- rYMEt. WE PA1M) *WA. at � AT 6 1/0 aa, ! t tWW AS ttE AN :.: SNELz IS)ate (TNa 4 A IE5"WW RWM 12 UV Or. BPACAMI AUOMD ON pC{ • Vega "mm 6 { 7 (1}SmIN Na a: � Nt (3) MAIL 14 ow fmu LM" at L9sli9 TO W AT Nn CPCMIMo '3' *! (#) MVMAAA 1RTTMM-PAi1ot LFAWIM O OMMMKM) Pit WMRA PAax tnom AUMM aM RNEDHAE, OW III _ AL�WAL ` M011NTiNG i» sTwl RN tt N6a4AA i aF re a AY (41151�r t 1WM aFMPO IOW 2T OM �iam°Ei OA t S MOICAND OM Rno Ax: "iVCD FRW[ MNL. SCN�i,E 1/B^1" NS# �I. ATiYf f W t A aR, a4ID �MFB 1.: a AS tEFRMBa Or AS,H SCALE 3/8-1- ii) tit6DMUT71g1 YNID OM.Y fv wwo hLapLNo rNa THE 2m mA +ID+nOtq of trE nm* tags t,.2 a rat Asa E • r � r �s ' FLORIDA BUILDING CODE Non High VelOa HNrdaone Zone NITTE FY11t - : oF' SEr'T1DN5: 1. INSTALLATION ARE ONLY VALID. FOR AW, A.S.O. z :.. ND, 441I mm11LIEC0.. r, B7 24 GAGE ' V GALVANIZED sTFtl 5TBBii PANEL T 1 11gMNti M DESIGN PRESSURE RA BBB AND PANEL LENGTHS .6 , .*a TOP tk BOTTOM MOUNTINGS CAN 8E AS PER SCt1EpiHLES ON SNEER 3 (EXCEPT FOR. � arm COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) STATE . C ibC• GLOBAL PROTECTION PROOUCfSF Wr', wf4 -NST . E%- NeaO IV. a, STROT I 4LLAILDN ..r . i Ne.. 9 ORi N fiT MME tM41P. FT. 173 ViDO ' GR N,n. $ Yk.. 2, FOR N1S WOODSWHCONSTRUCTION:2. D ZrP . ,R EM ��>..�,...,,. .,,nr.rwn--`L•r,.t*�Ana tmoNLtF:IM+MaeV•ta4a:FAeD�+)aao•eraF. 2D•-175 MEMBERS TO BE SOUTHERN PINE No 2, W/ 51AECLflG hM sr-aooa7ta s s r As +t DENSITY 4F' 0:55 DR EtIUAt. ANM TR A. ar„ P.t r GtW 6 Nt tG .. M,141R nrtltRllR_ ' mr.L, +' +�8�s^Hi.a4'�iI •utsT.n,. 1, S7OAM PANEL StMWTM ON THIS PAODLR:1 ]EVALUATION LR)CLHMF2Tt (P,E.Q.} 1RA5 SEEN VERIFIED FOR OCAIPUANCE 6N ACCORDANCE iHATTf THE 2024 (Nth EDITION) OF iF1E FLORIDA SLUICING CQ06 THIS STORM PANEL ERNAL.L NOT SE INSTALLED AT HiGtN VELOCITY HURRICANE ZONES(MW16-LAADE I BRD`eARU COUNTIES). DESIGN Wltm LOADS 9t142L. BE DETERMINED AS PER SECTfOAI 1609 OF THE dtiWE MENTIONED CODE. FOR A BASK:. ihtPrO PANEL WILL INSTALLED, FOR tRET•A O .19QFACTOR1E fE. HE4)TX SPEED AS REQUIRED BY 7,lliR{SR7G7fSk1 *HERESn)RM AAD NO EXCEED THE MAXIMUM(E53U� R4RG[{JaiED ON SHEETSKd-o85 USING A9CE 7-1 a AND SFHAI (HASA. J DESIGN P:RHOS .. IN ORDER TO VERSIFY THE ABOVE CONWTIdN• tA.T)MAtE fi WOO LIDOS DETERMINED PER AISM7-YB 91NLL BE few REDUCED to AS.D, QE99W PRESSURE ruifnG D,' SMiiflRLYOHG THEM 6Y Db N4 ORDER TO COMPARE THESE Wf MAX (AS.DJ DESIGN PRESSURE RATRKTS aNDtc,aiEO ON MEETS 3. 11 TFMtU 1 2 h 17, 18, IN oRaER TO VERIFY THAT ANCHORS ,7N TFS9 P.[ D. AS DES TESTFn WERE NOT OVER sN1Es5ED. a 3SOc INCREASE IN Au.DWARLE STREW FOR i'AND. F.MtlS WAS = USED IN THEN TtER ANA4YSIS FASTENERS SPACING TO w006 }H5. BEEN WOMM _ IN ACCORDANCE WITH N.O.S. 2018. SiORN PANEL'S ADEQUACY FOR IMPACT AM MANE RESISTANCE FWS BEEN VE161'ED N ACClX87A10E WHtH .SECTION 1809.1.2 OF THE AetivE MENnONED CODE A9. PER AMERtCb7kTEST Lib OF SOLtTN FLORRM REPORTS {OBt4.0,-i}T t02S4-02-09:..A5 ' PER 5510 12-84 $ AM 530+02 'St`ANONd65, A"AMERiCAFI t>:'S1RJOIIIB $OVRI fI,QRIDA J?EPQRT ##I23,Di-40. AS PER fiAS-201 AND AS T -203 PRQTDCALS. AND AS PER CALCULATIONS PERFORMED In ACCORDANCE wf SECTION IONT6OF THE FLORIDA BUILDING t2fDf. 2, ALL. ALUMINUM EXTRUSIONS TO >' SONS -TB AL.ii,Y NU.7D TEMPER (UNLESS OTHERWISE FiOFED) SEE. 519ET 2 3. ALL ALUMINUM SHEET METAL UMA7 CLOSURES SHALL ?AVE 31D6•- N14 ALLCx. 4. ALL STEEL SHEET ,METAL PANELS S4A1 NAPE STRUCTURAL GUALRY STEEL ASTM A-653 GRADE Bd tilNfMUM, G-d?p. 4A(.VAIA'EED STEEL DESDNATKSN w/Fr- 92.2 Nmt (METER Rq(180). S. ALL, EA:REiYs TO RE. STAINLESS STEEL 304 OR 316 AH91 SERIES OR OORRD59Oi RESISTANT COATED GliBgtl StE4L AS PER DIN AND ea 0001wY W WELDINGWELDINOW G3EC1K7N a / 50 WiYE1D STRITK,TFP W TENSILE u`'}ttENCTFi AND SHALL Ca11Pi. ! r1.dR0?A V. BOLTS TO BE ASfEI A-307'GALVANt2ED SikE1OR . AM 344 SERIES STAINLESS STEER, WtM 38 tui 121NlMUM 1YELa STRETTGtki, 7, ARGHONS to WALL sNNt RE /5 FaLH»vs: W TO fAIyTLNG POURED CONCRETE - 1 f4"f TAPCOFH ANCHORS /u LktAtFHtCIVRFA 1# i'R.t4DDL INC. (MIn, t'c-3t92 P,t.4) - T 4• .: 7/0' As NUAu DEMNUT INC CALK-1N ANCHORS AC7tR#r,D" BY - a BOLT $ s S/4` SOlW-SET AAtCHORs: AS F.,7Ri�ttED BY AU PONY SCREW, . Min. t rc �qoo P-4.1 ) - r ,4-10 f.O CaH75TRUCGON PRWttC15. PNaIELMATE f & PANET2AATi PLUS NNGNORS, A9 M NIU►ACrUREO BY ELCO W - , 4V NLIN As MANUFACTURED, BY AEWALT KHC. 2ANA0 N, ! ANCHORS, A.1) MNIMUM EMBEDMENT OF TAPCON ATN„"'HORS INTO PDtT1E6 COtNCREiE. SHUMI. BE t 3f4': 2' Ft51t ELCO PANELtMATE AND 1 3f4" FOR 2AMAC iHNLRN ANCHrI4s. Ai) F^N,K-O $ SOUb-SET ANCHORS SFLALL 8E EMBEDDED. 7/8' R61q iNF, POURED CDNCREtTw. CRT'. iNfD 4^ a-. 'tE 1/2' *a)UOCO Sk1AL1. BE PEF411REA }J' RQ � USED SFW.L i SICK WNIMVM SN&„R STUCCO E AND I' MINIMUM FOR M1AtlS W7tii NO ,AND MAY 9E HEADED SCREWS OR ALL THRtE'ADEtf 5[2i'EY,S WfD NEAP, BUT WITH WMC NUTS. A3) IN CASE THAT PiHECAST 91ONE„ T>RT"`aCNCRETE PANfl,S, PAVERS. 59UOCC1 OR WOOD OFytRDS BE FOUNQ 9N THE EXISTING WALL t)R IWOR;.ANCHORS 9FIAi,-- BE LONG TBh'PMDFt Ta 11EACH THE MAIN STRUCTURAWN E "OUCH PANELS.: ANCHORAGE 51tµt BE A5 MENRQNEU M AI) AND IN A2J. (Ttk m E](i4TIN¢ cQ,FTE e,_v,nt aiAtl T:-oD: - Ef4' a TAPCON ROOM --a14 hFfNUFACti#ED 81• t L W. BtAIAi%. INC: - I/4' e t 7/8 CALK-M ANCHORS, A5 FAMN3F4CiUR6`D BY [Eaw.T. INC. 1/4Y X 3/4' SOLID -SET ANCHORS, AS NBYRI9VTEA BY ALL ALL POINT SCREW. DdtT d. SPECIALTY CO. - {14-10 PANEMJN,IIE FEMALE id AND PaVNELMATE PLUS ANt3HOR5, A9 MANUFACTURED BY FT.Cq iONS1>MICtK#N. 1 - 1 f4` M ZAMAG FNANJN MMIC}1oRS, AS MbtM!lFACTURED 8Y DENALI, INC fGi1 A 8,7J MINIMUM E3111EUMEtrT OF tAPCOM ANCHORS, taM:a wANELMAtEs AND 7AWC FwB.HN ANCHOR. INTO THE BLOCK uFNtt SHALL BE r t!+'- - pua�y B.2) CAUH-N itSDLIQ-SET ANCHORS SHALL BEFSNBE.00€D 7f8' INTO THE CONCRETE 1R.00R. UNIT. NO 'AS7L14 STUCCO SHALL BE PEfAGtTE11 1/4''s.--g0 SCREWS USED sFtN1 DE , 1/2' LING MINIMUM 5i?94dLD E%ISf. 'A AND ,' MINIMUM FOR WALLS MSTFI Na STUCCO. g "St�T,AY B:S) IN CA5E THAT PRECAST STDHIE. OR PRECAST,CONCRETE PANELS, STUCCO OR WOOD BOARDS G04.4 EFau1H ' CD�j EXISTING. ANC SHALL LOC BE ENOUGH TO REACH t� MAINslwnuRE REFUND VJOH P -_�+� >... ANCHORAGE SHALL BE AStAENtiONED: )N ILO AND IN B,2J. y,I(jN� 90 WOQD MI1/0 WAX. WOOD T pom LENGTH 'REQUIRED MA REANCHON- ORS stir: - 1/t TAPCON ANGIOE, AS iMANUFACTUREDI 9Y I.Y,W. BUILDE%, INC - /14-i0 PANE.WIE FEMALE m AND PANELANIE PLUS ATHCMOIHS.. AS MANUFACTURED BY E7u:D COF61RUgttl)N PR0DUC15. - 1 f FY LAC SCRE'x5 PERNA.S. - 7/t 6•a n afb' WOOD BUSHING. A3 4lis"tTt}BITTED BY ALL POINT SCREW, BOLT $ SPECTALYT CO. C 1} IAl1AMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALBE Em L BE t T /2 AND 2• FOR 0.CC'P ANEtAiATE PLUS AND PANEUMAIE FEMALE K1- C.2) LONMUM 111READEO PiFETRAiRM, t# liF SCRESY, INTO THE wlx» FRAME UNIT 51tNL t 1/2' NO PENE1RATiDN fNTO STUCK SWMU_ CORSt0ERi0 AS PART OF THE REWIRED THREADED PENLTRATION, C.S) MINIMUM FUME OSTAIVCE 6F IRO F,('.t{L"WS; INTO WOOD SFULLl BE AS I/itlKMtiEp Al THIS DRAWING . C.4) MINIMUMMINIMUM PENETRATION Waw. RUSHING SFM(SE L S/a`. T f4' ►- 2D SSCREWS USED 9itµ1 BE i 1 /2' LONG MINIMUM sNWw sTuG:o aiusr. ArAs t~ M1Nu+uM FOR wAi,ts wrTH NO STUCCO. G5 IN CASE THAT PRECAST STOW. OR PRECASTCQAKtiEtE PAN1:1.5•STUL'Y.a OR WOW WARDBE S08 FOUND WI THE EKHSTING WALL, ANCHORS SHALL 8E LONG ENtKK;H. TO REACH THE MAN bilDfCiURE BENNa 6UGN PANELS, ANCHORAGE SNAL BE AS MENTIONED IN C.1). C 2) ISECHCH N C.4) AN BE iNST A AND SPECIFICATIONS Of AFNCMOiS MANLIF (TD C[1OrtS S1/A14 AlLEa P9LLD1W14O Id � THE RECOMMENDATIONS THE ACTURER. -8: PANELS MAY ALSD BE AVSTA14:19 HOR92H'RTTAtLM fO:3.OWING INSTAAARON DETAD.9 SHOWN ON 1 THROUGH 6 (SHEETS 4 THtROUON S) EKGFJ:`l THAT tIEACER440 $11'j SFiw.Nttt BE USED.. O. R SHALL BE THE RESUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE fiFUCAR3E. wfiF:nE SI$MfR 15 TO BE ATTACHED TO INSURE PROPER ANCHORAGE.. 7t9S SHUTTER SNAIL aNLY BE ATTACHED TO CONCRETE, tiL0C1H OR WOOD FRAME BUILDINGS. f0. EACH REGULAR STORM• PgNEI. WITH L£NG;{iS OVER Oa^. As PER SECTIONS i, z 4. s. 8 AND N,TEf94A1h£S-iw, aw k dw ON SHEETS 4, S $ $ 7 RESPECTIVELY. SWNL NAVE A LEpOi AND READH.Y VISIBLE AMTeNRNG INSTRUCTING tAiTNF!? 4R TLRyAT T0. SECURE PANELS WITH APPLICABLE RE1Ni'0RCf9Ht3+T OIAieR' PERIODS OF }HURRICANE NMRNOd. ti. THE INSTALLATION CORRM.TtNi IS f4 SEAL/CA" ALL SHUTTER COMPONENT EOCfJT WHICH ROAM RELLAIN W CDNRNUWS CONTACT WITH THE t74VLDI'HG TO PRINTERY w@JD/RAPT INTRUSION. 12. STORM PANEL, 94S7N1AilON Stl012. COMPLY WITH SPECSINDICATEDIN THIS DRANTrIG PLtNS ANY BUILMNG ANY 20NGNC RECIKAtWHS PROVIDED Of THE ,Tt6a9OCTWFt talElaE PERMIT is APPLIED T0, P 1 e THIS PRODUCT EVALUATION HNT .f«$: PREPARED BY TFns ENGINEER IS GENERIC NODOES NUS PTWJmE INFORMATION 3 NHU-RNA 08CUM ) () ( SPECIFIC 6'a - wFgRE TFE'. CONDITIONS h FOR A 917E PR4JECiH 511E C DEW+ FROM THED. Ml N9TAtlAndN HNCI1HWPtG SUM OF PRODUCT(p) CONTRACTOR TO BE R�RPaN.5161i MRTHE SELECTION, PURCHASE AND LIFTTPKS PRO BASED ON THIS PTA. PRal'tDEO HE/SHE DOES NOT 111YMTE FROM i7NE CONDITIONS DETAILED, ON THIS T9altlIMENT. CONSTRUCTION 'SAFETY At 5tGE H5 7ti£ OANNFRkCTORS RESPON918littY. (e) THIS PRODUCT 1t,ALDAROM 1wLL BE GCMHS,rAEREa.. KNVAUD M MODIFIED, (4) SITE; SPECIFIC PROJECTS SHALL FN PREPARED BY A FLORIDA REg9iiREa. ENGINEER OR Afa:kHiECI' WHICH MALL BECOME THE ENGINEER 0f ttEGORa (E,a.R.) FOR THE PROJECT AND WHO WILUSE OF IK TO INS L BE REStXAISigLE fDR. THE PPROPS EENGINES ACTING AS A DELEGATED NOdi NEER, .ALl Mn SUBAA'rTER THE SIT£SPEr3FIO O FtNtH EREVfLw. (e) TNis P;E,D. BNN.L BEAR THE LiATEAND OR,CINAL BEAT NND SIGNATURE Of THE ENGINEER OF OF RECORDTHAT PREPAtEb IY:: It. SatfTiiN MANUFACTURERS SAHEI. S)iA.L BE LOCATED ON A: READILY VISIBLE LOI•Aii(kN A7 STORM PANEL SHUt7ER N ACCORDANCE Yt1iFt SECTION 1709.9.2 OF FLORIDA BUIiAING CODE ONE LJ2DEt. M PLACED FOR OPEfiiil!Yi. H.6i�t)NG is COMPLY PITH SECTION i7N)88,3 OF THE -Cu 0 ccn CL co n BUILDING INSTALLkTION INTO POURED DEWLS FOR REGULAR PANEL.. CQN98EIE 4R CONCRETE BLOCK Ml1CTtJRES CONCRETE ANf2+0R6 CONCRETE INSTALLATION DETAILS .F0R RE.GU R P41tEL.1 .1 U N N O � -� N � C) V ® C ED Oa) m O O SHEET N0. SH 1.3. r � t -1—oil \Y dLdC1R A * 3 x Sie6 ' V Yxi� N'6DD tRN7E .D83"' W td A i�WW¢p' dP43- AtAPY s;Ptrt.: /aanL f. TAPCQRR O 12` @;in. t "MUM«a P Y 1 3 4 4M@PN / / s BSDDA :m Ysi StdpD ' a ---,: AtAPR� A EDaePEP t1',iIPCKEtE. b1,@CN • 1 _ 2' QED 74 A h Ci# t54NEL. -:. 66 -. _.. TEANlCff'.:.LEA t@PA}NkR C O t2 oc 3 { 2 A85 1@ •Von R• ,,.. 3 * %54. ' GDNCAFTe - ._:......�.. _,...t '..m.:s rsxa....... MALW. MAX'ri. ,..:VAUXK OR z 2 We 4 , d3 ap87_Td Ai.RN'+ • 1x o�- r�-t1 N/,W`t1NI+T :COP. AtArcdWa4E.' pp 'g'CAcr n POE A low �s,�p p �D� A`' (PLAN) (ELAN) + 4*mot" 1 5CatE 1f4'<t* SeAtz T/�*=w%' sr.AcF: 1/4+•A" scai.E J �N'V'1 dai co A fTtlM2E 4 Aim soRMnP i�mcD :. , ,. t . a51E o T mt swts� r a R5H Yi6G4. 5CNE4>Utf �. 1 ` PANELtDOYack81C 8t@CRS V e AANB AA?LICJBLE # 3 1 ERNS 1EDUPEED , � D a P 1'#4 MODD:T'RAIRi :. OPENING N@" 7'oaPm1 o If wm row DDNCREIE ..... ,1. t i :. tPNWES `,�' `1,7,i � tRt#+R fe 4 R M nA %wupaw DANAy'.jm YLl%D. 1Nk'Vr1t CTtT 391' i41 ♦..artwott�°wFOx15O1R=ht'yy..,.. M r... SCALr 4`.tx 4MS° + ' y+�? •"4LJ�+l , VAJD FOR EMRECi UOLW INSTALLATION. ONLY do PANEL CE"MO TNSTALtAT1DN AT WA" W/ a ;' No, 44167 `, SURFACELM VAt4AT"S Wmiw 3/4* :*a n 3 h s FLOW BUTLDiM Coot t VOICKA NUM1xns tons E�� y , QASF F (11AN) y ?tT o'TstEsa 14 6ADE i;ALVA am STEEL STORM PANE1 SCALE SCALE 1/4'-1• .+ ::#/#'.,A* ,y4.%° awDR40#f",: ., r�av d7"In,u. �..�w�1�Cp Gi:0 & P#3o7Ecii0li PROMM. UC, r �a�fi'fgnti a9ta $ti kA S9PFET ?f'Ki:^1• pa, � rn rt ivrd�& tt. asaii to ' a�xuliW. uT wr 1"WITITTU MARL AUL Mk"W ANDNWt9 SWhW #V#t ED. : AS SO" Wfi 94WS 8 * 7 RRES"adiRE"MMN TRAM TAPGON LAG SLEW PtPlT£ dmoD ERG APPUiCr!lBIE. TO N.Mmqm AMt &OP n MA 1 PAW (n) t3` }3" t3' IS, 13" S 13* }3": 13" tr t3"` i11 (19RTTP4j 6 1/2- 6 1/2* 5'1/2' 8• 8* & $" "• LESS - 13. E t3" i3* #3" 13* Ir 6 t/2" $ f/2* $ t/Y 6 U2" 61f2" tR@P) 4 i/2` 4* if tf=' 4 1/9' 4 T/3* I. 7` ^ aD 1$QTTDl4 4D jr 13r MAYL A.S.D. Y tP.ai.) MAXWM ANCHORS SPACING FOR E,11 - AS SK" ON SHEETS $ ! 7PAW ' gf •{ Of'tltF L€i#`i.Gtkf (P rAncoN LAD 4tE(1€YE PANkUAATE - FE34AL€ 8D PIE' PLUS waop etD9NrrxE 13' 13 #3` 13` $ .. }3* A3 t 13* $* tE (Yi#CMi T" 7 1/2' a S* LESS +46 -4b ,FTng. TS 1 ` IV 13" 13` 13` t3* 13* IS' 13" %Sy"«, silo (B1YF#€MD) firFREI $ t/2* $ ?/2• $ tf2* $ t/2*. a 1/2" tTPP) 4 t/2` 5" .: 7 %/2" 7 1/2" -�3w {T!DP) t3" 1s* is 73' Ad* 4W... i 43. ri t !. ......t .t w ::3' 7" i' fit :'�'3 a ` e DaY.'i. 4.. y -. 3 y'...M2' Sf rk'e•�A'a.. .� t 1 a•. !. I 3x .a .,��^♦ , t e a . A MW PANEL: IENGMS ARE ONLY VAUD FOR 1NSTAUAt'1fiE)NS W/ PANEL MATE JD OR PANEL MATE PLUS ,ANCHDRS & W/ SP WTI 1/2` I),C, Uk rrt�, 7/i*O �S9NG OIJREP t/4"ie TAPCiW - POURED ANCtOSR i.G.'A� K ANCIC� tF Q' flL�% 1 � • � 1 Itt 3. 1 XTR1t! )tl ?. ypby ik81tsw4t„DI i F $*-SEWN t y ..�.._.. _- - x• MAst'. „'==`"s = ' Offli LEtiGnt PANffi 1111M . TO fr 1 GE,pys [ G-. i L%twe tREta� r t F - y CONCIRM $lDC1t NEGt3RE0. � tP t/x'ac ; ''. REGIARFD:" i " S/4*P !{J7EIMKTS Ptll9 .. t/4"A ATE -. � ANCiWR O T2 9/2* O,C. -: {BEfPND) SM OEM }8 ♦ $5 ate, A1amm Tm It vAtma fdt Rd1RN,U W=s 4Pa WPQD DRA Well t .JR ' S9AGt>� IW@ :llRtafUM P.r DISTANCE ARE PPAP= DN TAMSPtTEWIE. iilR EA L$R":a TaaN #014ATED DN aka ANa3106t SP1dWC aY WAIIPI.tAIIS+ A%#rRG fat: TOE -10 RSDNPR " R@RN €PL1:tiNBq t14CtDAta• REU1x,Sd SPACWC DDTNNm Ir'SE.idi�R NOT RE xaDtGtEd CO ttPE f y �IR;IRmi MR EACH 1$RtiDR At111#06a:._+ APO" T71C taoat WMA Rftt�ft W19M 00 3 3 i 4% P.. FLORIDA INALD1NG :CODE High Yrtst. Ana 20no 11064 RatieMe4 6hI a 1 3 w�t8errmu J : % n '4tW4 iniRSP. MP,, t ra: 24 G61AVA�STEEL STtFANteLORF ar Rm MOOR SAE : qAMML t� �2ftt ��� L�1Nc. 4TIYR,Axiilt@3DM CTaLM _"OTECMas. Pa r �i t t tt i1RRe+TOU 20.. YT5 _ OAP LAP t ti d Mr t Nt , fR..: LA04'1@hR P14 {@Stj$PM"7SR3r :�tj�!". - P.E . 'P.rLTEPA at`. 1lE. � s.: 8110Ea 74 Px #R. OUD' ONLY FOR PANE;L&NST'ALTMONS AS PER SECTIONS 1 111RU 64 ON SHEETS 4 & 5) lt4K<. A.S.D. 'Of$1rR111 . PRFS9:fAE R+iA1NG (9.45 FOR:: MAN to. PD1E 8'uow AP%R4A�:E rMuWUM ANCHORS :3PAcaRG MAXM '.- T8' PAl>fl - -9frT- TpPODN - -,T aAlaAc NAiElN F.A'LtEY<�tr 4 SOkJD $ MAa, A,S P PTAPCWR RRATD AN m sFACDni FOR ARt ED. PER 9R�,ow ,. P 3^ -NNUN CWt..ayC-NetFNFfia U_X M�DIURR :. PANEL " 7tt 1D W `PD :; M10ila1:N1:7RTEi . LV 7WEM S . m t .. t4 OR t t3` S ,? R3' $ 3 - %3, £ i tj2 4. 73' t3 8 6 a3' CtD1A , } 4' 6... - /.. - ,n : :. -. a _ b.5 7 a't - 13 f3. 13 - 3 R. i3• 1 3* t? a 3 1. 1 3 1 2 11�}' OR LESS i t 3 93 43* 1 , ?3 15' t3' -. - 43 ta. 13 73" 73`" 13. 1 3'.. 9 A ] 3' ti'°... }3..: 13" -3* # f2 4su�T$M} '. 43' a t t 13" to % i % 3 13 i3' 3' T a" 3` 3 is ). 13* 13* 33 13' 1 4 t3' 13' ta* is- }a" %*M :. r. 13' t3' A3" t3' t3` t3" , R,' t3'" }3' 33` 1i /2 2 13. t3 %3 ?3" % 3 1 3 }3 %3* 73 i #3 3 iS'.. #3' 3 3 }a* TtDPi $" $' $" $ ,. 6' $' - $" @' 8 8 $ $ 3 1J2' 6 $ 8 6 If1 : $ 7 }/4 d• d tt* 3 4 i%DP) }r t ? 3 3* R3 1I-- i }3. t 3" ` R t 3' %3 t 3' i3 13' -A3" 3 ?3 t3' $* 3' Aa` r 13* # «1" 3 %3 13` / _ / iqA) - ttEtTiPM): 73 }3 . 1 3 t 13 3 t3" 1 3" }a t3 :. - .$_1. 13 _ ." A a' ` b i #_" i 3 8 1 4 . } 3 "'A.".. $ 7f 1 3` ,. t 3 A3 ... ,,. 13 ,. .i t :. 3` .: 81 4_,.a , 3' 43• t 3 9 3 t3" 7 R r 3' 1 3 t3 ta* 13` I 1 2 / 6 - - 4, i 4. d t a* 6 i i* $ 1 4? : ... - ^ ,,.. 6 t i* 6 1/4` 6 TT, t3. ? t $ 1 3` T" t a 7 7'. i k a 2 f t3 :.i # 1,d'D� $* A 4A/2' : 1 49dTtLM'A} .$ 1 �'. {dam} -, ;6 t/4 {$pT'f(aF) T@ 3` _* 4 d". .. ttPP) ? " S:- t2 ` * ". w t/4 d BptC: 13 a -- 6 « A3*" 13 a s 3* 2 1/ , t3' $ 1' S 2 / t3" .� 1 'YR7 ,.-. t3`. - 73 ,. : 13 * $ A/2- - t'„C' 9 if2 %P t/3 2_?/2 7"F' :. .E3` '.;` } * a3. }§ t3* tD" ..' s3'.... t8" A7. S' "� :.$ }. " 48{td1DMI = i t .. A3- :. T T1 8`if2 t: }3 $ - t3:' 74 -}3*. $9. : t f�.. 3 $ /2'. S12 / 8t /'�` 13' "$t2'[ ? .�"' $ In t 7 @ ::7t "k t ] 1R t ...a 13 :2` 1 13". id if $ 13' _ (:�' .. fBDfFaSAti 3"':.. 9 t3' t3 -1 3 P t 72 ' t 3f 6 t d a 2 1 7..:9 /2 83 13 - t3'". T3 3 % ' .-. : - }2 & :". f= 2 t d if'i $ %/4- '2 lfile $ �/4 ., 6 t{[ : 92 .f�. 1 2 /+R $ t/4 a 6 9f i2 1/ 1 2# e t 4 $ t 4 i' 3 t� ' t 4 t 7 t/2. a $" b .'A" 4.. ' $, #" 4 t/ Aft' i/2 '.. 9 {[ikt) B" - $" :6' "' #q' _, 3 tlr 7 t 2":. a' •• $r ._ s ! " _ $• _ 6 Tj2". ,7 Ix - QXWO i}. 7d'` ?" 43'. 9a 1a 9 R /�... t. .3* * R 1 2 @ t 2 / {.. 7' A ,fi } _ t8 R t.2* t7 k `J" 13 a * t 3" 0: 1 R3` 7 a 4) t3 * : T 13 t3 `. ,1 * 3 $ t. /2•. # * -d . P #".e* @ 1 2 / if > 2* 1.5:. :'.d 1a* :$ biz` 73` 13* I$, ia' TV 10" %1* $* t3* $ a/2` mall") # T 7 R & 8 Y f AS b a ,- .. _ •. " 8 1 4.. * $ T i : � d 1+ 6 i/4- _. _. - - * 8 t 4$ w .,, a 1• % $ 1 i' `- " 6 1 i 6 1 4".'. _ _ _, ';�: a 1 4` 6 t 9 / $ , iBtERT,. 6 AS b. LOi� »R WIAL lip" 40 PSF" 09 LESS > 4,0 PSF TO 50 PS1" s'-6' 61-2' > 5O PSF TO 60 PSF 5'-1Q" b MM7 PANEL. LENGTHS ARE VALID FOR IWALLAUNS k/ T3{)uD SET AN, "M A W/ SPACER AT 12 1/2` O.Q: (SM SECTIONS 6 A4,1001AIM SMf SNEM 13: 14. 1$ '3' MAX R-1A/13, R-2A/13a R-OW14t R-10/1& R^20/13 R-MA4, .3" MOL R-1AW/16, R�W/15. R-3AW/16. R—lw/15, R— M/15, R-3w/lc t*° _ 4P Q L o 0 Q 0 It io t (USE MR PNaF1 t4rRD%1t d T a MAk 2 i � � � PA1tEF- DEtDC'f11 ♦ , a 'R t yy 1 REGtiLrW:-M PANEJ.... t f 1 ter/ PAr4L t T7 --J :t I' }D "-ri' tMRR: tatNSL UNM i i v _ 1 [ � � � '� �.. ,, � , t/i•._�tt* �, �-..•�,.- * ; � _ _.� _ _ ,, � _ � � � � _ � - 1- � �, _ _ .�. _ •;• . � At At1. lraRRiR94:. jj s 9 = 3 c sl F ## f 1 1 ? i i a f I $ gg F, as k z � fil i I 5 a e D. 7 iy ! PAN£:. 8:1TTCDi4,. CN j j ✓ 41 m 131" ; WDNG tnEE- Al �': 11iFT PAIL RBGI4T' PANEL, 3' 3 t FW LI 410 S ONLY Vkv Am woo s %" MEN. R-1A/13, R-2A/13e R-3f fldt, R-=16/13. R-20/13. 0-39/14. 7" rpe,i SPEW UP TO 470 rnpi. [10, { R-IAW/15. R-LAW/i0, R-4MW,/1s> R•-lsw/15. R-29W/15, R*•3RWW/16, (S..SEE OMM : & ALUWATW.S ON SHEETS 13, 14, 18 8tt$j^.--...w_..,._..�..._.:.«...:�...,:......,... �...,:�s 10)4 GOP UEE SINEW g REGULAR SC 3.d$7" ALE: 1/4*.1" t . SS . PANT. (M L Dow ..t tW a +FALLE"P1 STORM PANEL E h ...-�+^*-1{�xra.:� _"`cam-.—=�t� ,: �:. �..ss�.,__®.:..,....._..- ..ar„r.�r:±.^-- ;x-... �� M= <xr§$'-x•'-4.s»- d LIFE PAF7i3 Ri iL0Ri1SA BUILDDNG CODES glon 1R to voicaft NuRrieRonO zanO IMM W. a'>D1�ya{3RTi)C" 24 T1A:GE DAI.YANDED STEEL STORM PANEL mw%6 •�i .,. � is x /t lx+DP 1L, 9 +� tf ►1b�. �� PI�iTTI01i PRtlD1�CTS, 14C, 1 �^^""` 1a0P A1K a1 bAlEfi Si#3Ai—A sx ar. tw SaAw+ s n F n.., 20-t PS - 'Sf`n x t/4*#1` t*xs a #eri $� 1-131i 18A%ak 71Nb, m. co- ." aw ttdTt FPANEL SMCTtiRF woo D HEADER ..^'" +t W'DC91 HWER f7APCPN 'k _ O a` D,sk• y 1 F a 8` P:0, ( '" F 4'A TAPtM9N ,t8 '� t DNiDN C 9` ii,C'.: � , $� i� 1 4'k 'TAP CUf {W 1l O* Q.Ci. i33 f i a , 4 _ t' 1 ti D 4` t[ES..,......_,.»-.«.•.T. ✓' t 4" •t :s14 i. F " s T ? 4 2* _. ..' ° ' # • t �'#. j zl ., €, D; i� } ,. - t - e I 4Y 1 t. t 2*;kv, R "{ / IRat r $ f %Li LJ wi is � : - - ;^ �' >§€. � # $ 1 W t PtldRi • t XA-ow- A_...,�� •�-- ��. .. -;,� -- xTix.. GLASS PANEL PANELa:FkiG3Dt LENGFN (SEE V.041M ON it) { E __.—. t ON SNW t2) . 1df g TO SLAM f3 1 i I* rE t* on • y l [ RFEIt oR 49ki1 k :°, i,-y @{ • :. ... f 4 TA?CPN2'>s#* iSATE. t � r 14 1 06 ){ srrRED Wt SRDD -w WoD0--. _ T ,1 I StAGRE@,G. Wf $nm t ASQUIRED , 1 z t #4*OG: WA L mouN1nNa * Efd MOMA BUILDING CODE Natt Ifigh Yai 1iuFrltono tans 1. INSTALLATION ARE ONLY VALID FOR A.S.D, DESIGN z .44167 # 24A4E TALVAdZED STEEL STOkM FANTS FWD/ ft yPANEL�T PRESSURE RATINGS (p.a.1 AND LENGTHS AS q.EYATKIN.C1N SttEET'3R, 2. FOR' New WODD'FRAME CONSTRUCTION;. WOOD TO . :. ,: W/ to z 9t� PRQTE' Pit S� L.' �...'; S}A'�i,.(S. ,,..--« � �t`P�lw+o, -.Alm -" ' ., t,,�Aa� ,. 4w 6:P, at 0 ` L ." ro9F .^%D R LOA .M1fi%. rt r4 aw 7L,. 37354 OTi ;20�-1i5 MEMSERS OE SOUTHERN, PINE 11@ DENSV OF O,S5 OR F.QUV_ 2r, SPECIFIC . : oL` .... ,.:.•= Em.+- m1 r.=.,: - ." - ,tea ttYuss Csa4EW•--.:FAx: w w tnw+w, aO w wr�e r: !!NBin pp IS vkw •''1MN - t :.....,. Off' RB � #a (VAM ONLY MR PANEL NSTALIATIOTVS AS PER SECTIONS I THRU 6, ON SHEETS 4 at 5) SMMU AMW AS.D. T t v 41) MF OR LE R' _e > 40 • PSP TO 5D: PSF 6 --21 > SO PSF TOAD W 57-•1W A Max. PANEL LENGTHS ARE Y VALID FCtR INSTALLATIONS }ntnRria. N/ sow SET ANCHMS � W/ SPACER AT 12 t/2' U. FLDR DA, BUILDING CODE Non NT VOtsa Hurri00"o, zone 0. 4416E :� a tR1 P !M U GALVAKED STEEL STORM PANEL 'W It �•�" --- 0c , STATE_ :tt It s r #Mo> � ucm ur- 01 d ¢.se �URTID1 , aka Pu.r avA srR 7u * 84vR. Rtp SADli 26�175 N r� {tai5 asra # { - kftt A7>t9E rOFLixAtk. P.6 '�" : x iP rs id 12 r (BOTTOM) r t 28R ia" 7* A3' 1 -oilLI wac tas.$. DDRE { :P-'. A1aCtR@RS SpACddG 1qN CO TAR l:#T.fJNl APpLFCA$R.t t NU311AWM PIdE7: LtNGTN ;) MAR, A:SuD. DE�tdN P�SSgR E` {pyL) Awma :ACPdD i'QA,. MDN F.b. PER SiREl1R&:E lDY% TD ldlWAdlfk PAFVED. 44D$T}t' {nj f#�R SPkJD�$Ei Zk�NN:ltt fit*`@! i7'PRsdit SEi` T�Ne-tU�w CA61C-8i tit to iJ W TtT@R :. >#iiby'4`*' +73 -73 L2. 13 t @ 1 4. i$ 44t T$La %3 P* 53*7@[�"tb{a@i%@Mtd*/t3}att3'*{BtnPAfiT3'3'?3*t*@7*al"f'2/4ia*'t3*73"A3"#3*t3*fi#'1'�4*t*t 7`1111.113$t213* a*Aa*3*73#$f�'ttt" t3*7*3ata*ff73tT3' T to13* 73" a t/2'a3* $//2D/2/136t2t8$i/$'tR#`# i21/2$/i6f%1/2"2CD . .. $ 7' 7* 5' $` , :. # 3/2 tom' #°, 3- : $•. T/ - i2* R" 4 1 /$CU 3°' 8 t/2• 2.1/2` i (om) $" $ 6• A:_ Aa %t 13 t3"' t3` s" 13. i3 t3* 13" }2 13 iD 3* S 1 Z•• 3 $ T t 13' $ iTi' i t3' * 6 : t* 3 S" t` ! P T 73" 6 t 2' / ' t3" 8} ` 7 t%2' . t t 3 A` .,. .., 6 t`4' $ t/.4*$R 4* 87fA".: - .. 6 A 4":61/4* $:: DIM-) - - 1/.. d fi.. 8.1 1* - - t •ri d. / { ) ta* 1 t3' a t/2 %3` 3* 53" $ t/2 ' i3` 1 f t t3 T T f3` t3f.� 13 :. 13 D t/2. a. tf2' 13 i3" 33 9 }@• /2" S' : 6 {8@EiDM) t,$."' AM 13" td i i - rot A, FPR "Sx"Ai 'WID 7iMea1R DM4AMN,6 AN p a D*1 3 gm FltAtS WARM ARDiSNDR $tMt'AHTtS AtAt 4UN" • � ''*--Wa ECWE t»SaN4C£ .U7E lA" 7EA tW TN4 S 1itC. F9R E.@. LEiS PFt A%E'd 1tRruials3~A - '►S;4 3 y, _ HRR98l! 6Y ldAtRpbYMa m* PFt 8'f *K �F F� - t 1 - tACT4FR t 4 I 7 iiNtMAHa Ia @ EACH S' FLpt - INK I* ,IFlFdAdR 1YPE'Dti 7ifW $Pd4iDW:L. t - 3�1 SCALE 3/8-1 1. DNSTAUA'{ ON ARE ONLY VALID FOR MW A.S.O. TTESTCN PRESSURE' RA Pb C .1) ANO PANE LENGTHS AS ,PER EL£VATTD N SHEET 11L Nk'5V D FfiAAAE COtRS7R : wOOD 2. FOR WQO UCT'Wk TO T3E T;1kff1TERN PULE 10 2, W/'SPECIFIC DE TY OF 0.555 OR TEQVA$.. Wjl�,j�„s�f3NCflNfLtilS IrintttYit}. SCA1� 3/$-t* t A TT PLATE RE" a �CC1�1 1L51 . Pa. Y : XA1.TEd A d:E S/ r 1Fol 1: , u u 1 , 7YSYR�.R�RDtr�iREdMM '.:« N � R3 O L ^ /� O ice. � Q .� �A � O � L �\ W L 0 CN i3 � � CR C•' CV to f'6 C.7 a- tU .� A7 as sa Ry � � vCL i O iil� V O W Q z Z SHEET N0, SH 1.4 Ez1/1tt, E2iW/Ia ANCHORS _'__jSEE SECTION EZi a ALTERNATIVE EZ1W ON SHEET -3" Aloe. --s3 Max,t4 T Afrr ` (SEE i 0tE MOTE 2) NOTE z) pH• >~ -. POPRVMutANW PANEL(DT TO BE INSTALLED AT EACH OPENING SMALL ALWAYS BE cO O O W/ REAR HANDLE TO FACILITATE e1STALIATiON IF INTENDED r?rRO-WDE-D E INSTALLED FROM INSIDE OF' �STRUCTURE. ' I I I i OX N0 "j TT T r - Or 1 f I i E-Z HANG STORM PANEL 'SYSTEM l (ENO PANEL} (INTERIOR PANEL) INTERIOR .PANEL) (INTERIOR PANEL) w;x: OF PANEL 'H Cbht. TRACKS TOP dr 907rom SEE NOTES 2. 3, 4 (END PANEL 5£E NOTES 2, 3, -4 i 1 . I (2), END PANELS StrALI, ASWT BE CONNECTED TO AT TOM TRACK i OTHERWISE A STOP RP,R BE: PRQV{IT1ED 7tIP Or SUCH (5i#/{iL AT 1 I PANEL LEN474 PANELS, o /- 40A P.a,f, f3 , IF END PANELS ARE CONNECTED TO BOTTOM TRArK, CONNECTION StiAlt CONSIST Of 1f4'rr-20x3/4" MS. W/ 7/8's>,3132" WING TT37 wl T14B-2blrT` i NUT OR t/4'fx3/4" tdtn: THUMBSCREW INTO TAPPED BOTTOM Ss aa.T w OUTSa EA. OF FASTENERS MAY AT £TRIER OF TWO r TRAEM j( ii I NS {SEE SECTIONS AS APPLlGa£ILEj ': I! EK}ERIOR FLAT PCAN�S OF END PANE�i, t ASIC) FLAT P END L Dr 'Zi' (a). IN CASE THAT ENO PALRF.i,S ARE Fr9T CONNECTED TO BOTTOM TRACK (i,s. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK I I USING SPECS p INDICATED ON NOTE f3) ABOVE. IN SUCH CASE, CONNECTIONS OF J_LLJJ_LiJJ1iLJJ_L��JILt- d CL_L_J11 1J I I I I 11}1JJ_J 1J a PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. .J 3- M- i � 3' WA. L- I.. ,,./® 3 .. t•' tan. t INSTALLATIONS ONLY VALID FOR WIND t' i6n. AYE 3 ��J� i SPEED UP TO 170 -.. - (SEE' SECifON EZI 4 AITERMATNE EIW ON -SMELT IB)--'.'-- EZf/is, EZ1W/18 4 1 kq4 SCALE: 3/32"-1" 1/4'' Mbx. GAP 21 YANK lA'EAI/P ><VAaILE VAi11'tj tvx. I:cP t - SECTION A -A a0,11001.fNrT„� SCALE 3/32"al" ��.?�fCEIA_Tij(/jJy y1Q • EN 'Q''+ FLORIDA BUILMG CODE Non High Voloelty Hu cane Zorm 44167 "0201BTa°' 24 GAGE GALVANIZED STEEL STORM PANEL rP. IX1aIle Br: * STATED II L E C O Ne .GLOBAL PROTECTION PRODUCTS, LLC. .allb Se, 51 STREET - fir' ejpRl04 . .. a eL M Jea. Vaal .+Eene0. rt Nnr WINE. FL 333I4 '9 F •...• ^' Q eetl" `.."irA.:i m-am E NwyR*-.7"& rAx r454Ren-vTRT 20-175 4+,yr Ip cAaoarnfe �. ..W. a. m. .v NOW*ML nolo 1 1 YMLT[R A �.,. P.E r wrJr - A Bbrr$ Ir M, ENGINEERING EN[3INEERiNCa EiCPRE738® PFRODUCT EVALUATION REPORT September 1S, 2020 ppRceUon Number: R2 p E% PZI Y NUrrber, itt3 Product Manufacturer AN'Amedcan ShuUors and Glass ManufadurerAddreas' 15400onnaRoad Vilest Palen Beach, FL 33409 Product Name 3 Description: 24ga Galvanized Steel Storm PRnele Large Nab Impact Re Mom Scope of Evatuatlon. ThisProduct Evaluation Report 1s being issuad to accordance with the requirements ofthe Florida Department of Business and Pml�slonal' R.9"fion (Florida Building Commission) RuleChapter 81 132D.3,005, F.AC., for Statewide acceptance per WADd I M, The product noted above has been tested and/or evaluated as summedzed herein to show compliance with the Florida S ' Code Seventh Edition (2�) and is: for the purpose Intended, at least equivalent to that requ�by the Carte, Rt-gvalobon of ft product shell be required following porthun t Florida BuikNng Code moacations or reywons, Substantiating Data: PRODUCT EVALUA31ON DOGUMFMS EX drawing 41130.31543Ittled 124ga Galvaluzed Steel Storm Panels WHZ 8 Non44VHZ} ; shasta 1-5, prepared by Engineedtp e(press, signed 8 sealed by Prank Bennardo, P.E, is an.intagrW part Of Urfa Evaluation Report . 1Wr REPORTS Utlifienn Stella structural performance has been tested in accordance With TAS M test standards per test report(s) OBT-ASG-t7-001 by Blackwater Testing, Inc. Large missile Impact resistance and cyclic Wading parfomSnce has been tested in accordance With TAS 201 and TAS 203 teat standards per test reports) IST-ASG-17-001 by Biackwater Testing, Inc. Structural enaineortog calculations have been Prepared which evaluate the product based on comparative anflJor +Acrid anaysis. te.quafdy the following design cdtana:: 1- MalimumANOwableSpans 2. MhnimumAllowableSpans 3. Mil himum Gress Separation: A.: Anchor Spacing 160'SW 121A AVENUE SUITE 106, DEERFIELO BEACH, FLORLOA 3344.2 (954) 354-0660 1(466) 396-9999 TEAM OENGINEtelmreXPRe55r COM EIHGINEERTNGEXPRESS.CDM ENGINEERING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel Stalin Panels No 33% increase In allowable stress has been Used to-tha tlesigo of this product. Soparallon from gia211fp is not required for {nstaltatlons outside of wind zone 4 and essential facilities; Impact Resistance., Large Impact Resistance bets been demonstrated se'evideoce€l In previously Naked test'raport(sh and'S "counted for in the engineering design of this product. Wind Load Resistance This product has been designed to resist wind loads as indicated In the spen schadula(s) on the resoeebe Product Evaluation Document fts, engtneerirrg drawing); instafWan ThIS product shall be Installed in strict complance wlth its respecive Product Evaluation Documentfl,e, aronserfng drawing), AM with all components noted therein, Product Components shelf be of the material spectated In OW produces respective Product Evaluation Document P.R. engineering drawing). Libritations & Conditions of Use: Use of this product shall be In strict accordance wNh the respective Product Evaluation Document (Le, engineering drawing) as noted herein, All supporting frost structures shell be desigrfed to nrslst all superimposed leads and shall be of a material NNtad In this products respective anchor schedule, Hostshpcture gendtions which are not accounted for to this product's reespectva anchor schedule shah be designed for on a aite specific basis by a registered professional engineer, AN Components which are permanently installed shall be protected against corrosion, contamination, and Other such damage at all times. This product has been designed for use within and Outside the High Velocity Hurricane Zone (HVHZ): Respectfully. t-ti` �r'�M1S i?leak Bermardo, P8 ]ENGINEERING EXPRESS"- 0110046549 f Cert. Autli. 9885 - 16D SW 1211 AVENUE SUITE 106, DEERFIEID BEACH, FLgRIDA- 3344.2 (954) 354-0660 1(666) 396-9999 TEAK O ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM 'J{-MbHJ A4 # r GebIV +Y'SJC �'E. A 'At 55vPa.t,L rr tY{ d... - ; _Fvn iV nV set' `as'a':1 „^`-•n.X"""; axF elara. m".� _ apm .ennu ett8 S.virrF ,/` ,r 2•kra Ct t,UM4 rY E ]..k d :1'.i p 1 4' F07 Y[M' nr M P:Mu X.T. 7 T"P 8 rsn win 2 i 1 t'c .� J 1, 1 Iki , o U l'S V J. yj av nA yc't �I ti � Jet' � a I' +J:Ar hI'd Tr4 u M1 S i IIt ale S' i a.. s vn, a""e",hsx w I H' - �•; U'tr:< rzn r-rurr - F"": f �it. tl e X lzw [n €i9R! 1 nx s, Y H T .0 JY UL M.� J P H "CN w 3 4 AT Hi<"as 1� fF 7-NV LISI i 1}P.. L tr'rI - 'Er^ rN� �al.r45.'zou r>7m P W r•G 3� Rr a I53 c17• a.3i.L ,L I'n r-a iu'i CQLiIRi7ROpft MObNF 9ECrI(JIL' Qa 3wr5:1,. ....II 4 FTrAry h 'cur - iL tl .> Iv CC ^'Mah7F I.:ULL. L WCIL _ _ CC X _ X . - 4 b z - 3b18'Kf <- - 'x-lmar Rr- t• e c mu+J .area J r rr'a «r .r-. •Y-_ . Itcl(ni a i ucP `t-4,rrauJl4.R.x.: an,,. _ _ :{FY .Tit::,G'-t?i• ="- &WAtt IbUMr3�Cf1tM! SSdertl L+Fi 917E - t � 5` ,T%K.-.2K.'. W1' IV.aEt rYA1NfCriMJ Eire" ✓ 1d41/: '1L ,' ,sJhTa' H3:, i'A2bt IYNL HIAY VAAV IYi W s• 'I _; :_ I T . �r IF1f':.:M 7'Y ,.Iry nE•-EY S:T 1. C7.r � - r.,-wu i:x_ v..r rJi ,ai i ' sntx�rn-1 c?u.•. .M1fb.WrIM19 471 , 9r,wa: C I .�aA IwM,. vuu.rw.4r+av c, .. : .,.. ki=1e..T. 1 .A tt ? S ! 4 N h.tipTV (.. S NJ4 E.' 1 DI q , 6. 1! Ialu �q oR�Ipp�,pp F a f'R Y,. IGa YAI»1a1H�L, "FAY t Jn:f1rA' Ifi�f^J;Tr'P 'e. IT: Irpx-ra mJ`J-' � -Jt1ri t'aN 20 -31543 3 1 C t npPnbNALTpIkebTTGMCLbSURE p3AiL , O uiiM wc. JR:ui rJ,_T trF • */ INSL Frof...16Y lJ,4lF-1�,Li.' •, ArfPlf `;T. -Mk l: It NNjILt941NIM'AINI S''r:+NJN zJevnE /-y.�, r-l.kroF�Cyrnikti� M alai w:lJUN. " ------------- c 1 r___QXWING POURED CONGRM OR it f CONCRETE eIOCI WOURE`D t T 4Y TAPCON ANlX10R a' iz•� oc. 3.I 1/4'B iAPCON •. T"" /14aT' HEX HEAD 1EK FltON '--(I��) WOOD HFi1DLT ' j 1""^r''° `"� 14a1• HEX HEAD TEit REDIMNEO �1 0(bW FROM ANCHOR i 1Y D.D. 01,.}J4" irJ r f EDGE r Y> j l` iT 1 9 E. W p � a Ek�N p� 7 IHn. / f �,�'P+VN'Dmt g i.�"•r.�' tAj Pspr'rwat. a { t/ g # l� . TG .. .'ALE .". PON f EXi5PFH3 '1F+ifSS. j '_+i1Mf�NlUY POP p 1 D RNET N I i mET i i1DL[athN �. ....•R._'` ,_.._.._�_.__..,. PAHrE1 LENGTH4' Eric, hux ...-.... _,�.1 PANEL LENGTH:. ' a A06[7P- $. a"'SEPARA .....-.._I R t I a i` Aar4 1 B A TD GUt55- t abn l > THUMBSCREW SON k U SCREW R _d 4'B-2Oa2' OF 1' I a 1 a Ni ED, JMa. EFO. -F. 7 Vd'D TAPCON ANCHOR [ i E} 1/4"► 7APCON ' `1E NG POURED ANCNIXt-:(r iY O,C, - "H 4 „2"x4" WOOD -AATE : CONCRETE 81CGI. .-,. '•i ` fIEONR£D WALL MOUNTINGS SS�TI�N �1 SCALE 3/8ffii` �Bt�il� SCALE 3/8-1.` iMMeNNrrN uT1"s P '. ' 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S,D. DESIGNSHALL r11011, PANEL LENGTHD:4A1 BE 2'-6• ., � FLORIDA BUILDING CODE Non High Velocity Hu it ;'Jet .. 24 DARE GALVANQED STEEL STORM PAT$L art Zone) GRAW W. PRESSURE RATING 4/- 40.0 p,a.f, AND 6'-0` NO PANEL LENGTH. 12. �. sl' 1�-jATE _ •.. - 'IL I; lYr .if I[EC. ■ E C O GLOBAL PROTECTION PRODUCTS. LLC, mtv+ o >e FOR NEW WOOD FRAME CONSTRUCTIOM WOOD MEMBERS TO BE SOUTHERN PINE No 2, W SPECIFIC / AtomD.. '•'Z"r: t •soba.e.5t.91" '' •••.' • "v ar Nn.as. a9_1 Hi.Im 4 '�5 k M,a.. an-rm , r.: naqe r'",nM NNM[: tas,Hea-Taea, rAc tE4.XaH-#fit S�pMAL� 20'-175 DENSITY OF 1)55 OR EQUAL � "'^q,v"• .. ,, .OI.P.P ,,,, ,,, ,, +�.,x .., aRAlaln him ne'9w kkaER A Than ' d4L a WNEr r! fir f6 r ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS {HVHZ BL NON-HVHZ) � cOB57RfOCT(Of'7 T- A (LogTrON MAY vAav t : eamm MOUNT (fNnAON�t fSRAN 8@Lotto i'fP>r AS aEi rSi 09sTRWMONl 'PkSNE45 MAY H'E'AltiTt'O4Ea As REQIiiR;EtS PR�D�I THaT�-7NHEC[tOrL4 ANa (i�lONAk"iGj-ZOSTITC. atDLTRI^dITPo;WASHERED A�JCHbRB,AIAE UGD.iYHirHSAT15ej. LVtNONUTS, 6A5TENEp'B :$PANaABOVk:SBii,CRYi3B53RrIeF10N,'.' 7H63�eaf�N7A9�t VEkTiCAL MOUNT EL P_VATiON NOTCHED PANEL'S \ j, N:T.S.. EIEVATNIAN' ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANES �I MINIMUM STORM PANLSPARAWN{ROs4 GLASS. HWH2 WINO ZONE 4a ESSENTUR FACHITIFA 1 ) MAXOMUM DE {P6Fl l I -AUAWaeLEPRMRRE all ILmAAIHAN3M � INSIALLATONSILM 01STAUATRiSGRFATER ABOVE GRACE 11AN3VABIVtRAOE t 11. - ' 134 M a.O6 Jn F n 2.Sat f 131l.D M. 6 n 2.LBHO. 'sBJ �. 4II .. 'v 445 t M*an a,b n 1360111 13a:QM -n e6 11 - 4 _In 2.16BT 606M 2.6 M 6:65 M 246 in 2354T 1 6118 n 2531A i 6S t 59.BM 9.I1in �' 2.7E Fit t-rb 3Eri lrt 4.121 n L'DIB «LH 27:b In 1 "in L98 in N GLASS SEPARATION NOTES' I 11 LE LOAD DETERMINE rrI - ETdTBE5 WITH SLTfVE' OA PANELE I MINIMUM RATI Pa Ml IMU ALLOWABLE SE➢A 9N FROM THE N7PR'niMG TO BE OTr'C'ffi9- SEPARATION OPENING 2. SCHEDULE IS REQUIRED NOR USE WITH POSITIVE LOADS ONLY - INTERPOATION BErWE6'1 LOADS LS ACCEPYAOM OTHEIMSE USE NEXT HIGHER r7E r14 LOAD. "Tol FOR INSTALLATI DEOF THE HVHZ AND OUTSIDE 3 OND CUTSISEOF SEPARATION FAQLlT1B IN ASiM WIND ZONES THROUGH 3. THE GLASS SEPARATIONT SCHEDULE IS NOT RMIRED AND NO MINIMUM SEPARATION FROM TH£ . PROTECTED OPENINGISREQUIRED. MM- MUM ALLOWABLE I3E8iGN PRESSURES - 'AS IN OESIGN DESIGN NOTE$;: I 5CHEPULES PGZsLTLWE NEGt�N`E-DFSItiNPRE55URE5CAi.CULA,i'�D SF'OR.USE ,. NTH`tNi3sKS#i_„N4`S La�LppaE.hEr�iR(dHYHE ReR pyAARRAA. GM1Kri�NEN�uStingA6. :Uiak 5 .; p�IEAM {N.y�p � CORP. NCEHIIT H;+k,B�A�CFiAP7EG1, iy51t4E.TH �L�9 AB�1�U�E±JNG CODE'9HUalL sE LE96 THAN P�fiD���d�AL_�Eu LIST EMI? M. E#iB1N PQR ANY aLY AS SHOLVN aEEN USED IN THR %lu � RESFeNsral E nrstt,N Wntlxi ro.Lk sc 7fkgUiaeo m PE13. Pt+PIEiS9HALEbE PLitMANENTLY t14�LEDdNtill'A�{INIMUM QK(L}L46EL. R EVERY 3A F ERrCOj ITAAY{NUTTEBSA6FrO GYHE 6 LWJINi:ON RMATION1 ALLAMIAa'S Wr3T PALM rAx IM TA5 iD2 A5 POCRrpA psn4wcr:aPArcC' I�A,. xsTMs[R J.. VT61T 613ALa.1151316431113$tj�'-.. FlaTS-.r"� fl-c..N-T'xm e��il. ��51� 1BN 3NALM F�;33J„-'a f� .(Rs 'il CRP. rRsreae�N' aria rae�tDlxatoRE � PdPt`a1Ma11bN'It.71.P,ns"neFORta.AnE69l15cT8 . N41NIMUM ALLOWABLE SPAN SCHeOULE mummmmiMU9111!i i54"1T'7 FJ17N.•AiliilEfE-aL7FIit'ii�9Qi TDi©�IE��I�dEL'ii['Ei ®tl©�� ��''I t[' G1IriLiifOt��f®E{iG7mF� 01 •� Lr7 ETii. .®fllE:Ii . ..tP'..li..'' "flf 3iE-A7"UR---F.-7-CA"i • crr°":!1 7t0...N0 .f6T:i ...MR" 7,111"- 1 ■� Ith.1"T• f BiCm " ikT'i t fEul ItGi ll3A� .lE:ji i�aTlf°rSll'r7 t6iii itT ii3� If�T� EI ItL3 Eras [� E - [t➢ tE�J'*TiIfFJiIt�E?ra7t��Il��is7F.:�lE�k��E51 iiff}v7Eii111iaa ....', ...t0.. L MB YtaM 1RaM LiVS"S la it taM:a"ttr PS dRFPT�7Y1AN.fl1ATbO1fD MR 61ArAIGL EatJIAi`n YI41EP1 FANii E a . MDwMluwtn .fibre. MESPxL7'aP MR nrOr all r= WTSL'41,OaVAEa. IWEn KnV H7, BU1t MlIR A47rJM93Ii'M#Rik.Mfil�'. 'WIWNE6htK atYL.IXkS AAE.Noi DOVT M n 9 SEP €MOM. SWrU. BE PEA tMT41t'P Ufa WT'MIENR aysr'JaG CEIIDr aNS, AECIJ REP tItVS6 JrFF1Al$G!t 9.. T P aA W 6TTFC 6M AebrM WJna PANEL AaLE APPIJB TO Bp FH 71 iTl'I;fIAT e6L3+' P? PAME1 +" R iW'TtM % PA6YEMalb a sz3" oA4 Is° a C ' r 5 LNl 1 t3313U PFR #. PANELy MA. 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