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HomeMy WebLinkAboutWell Hill Way•r r rn v i M F v v 0 a co F- T P2 r J r� i P2 M_ 1 P7 N t0 i 04 P7 LO L v v v- O J i I� i N co i L v v 0 / an c Q r7 0 i v a E: E O v J Cl- CD N N 0 0 0 o_ 04 PM O cV N ce- a' v 0 0 4 z W m S v cn INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET 2.1 FOUNDATION PLAN - LEFT SIDE 2.2 FOUNDATION PLAN- RIGHT SIDE 3 FLOOR PLAN - UNIT -A 1532 3.1 FLOOR PLAN - SALES OFFICE (OPTIONAL) 4 FLOOR PLAN - UNIT-C 1624 5 1st FLOOR BUILDING PLAN 6 2nd FLOOR BUILDING PLAN 7.1-2 EXTERIOR ELEVATIONS - STD 8.1 ROOF PLAN - STD ABBREVIATIONS 9.1 FLOOR FRAMING PLAN -STD 10.1 ROOF FRAMING PLAN - STD AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air - 11.1-2 ---- - ------------ ELECTRICAL PLANS ABV or Abv. Above FLR or Mr. Floor RAD or Rad. Radius --- -- --- --- -- --- ---- -- AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAG or Rag. Return Air Grill 12 ELECTRICAL SERVICE PLAN ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed �❑ T_ ❑ `w �`❑ ,T T t l AFF or A. F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle T �T L1 LINTEL DETAILS AHU orA.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator _-T SN STRUCTURAL NOTES ALTorALT. Alternate FRT Front REINF Reinforcing r, SN1 DETAILS BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required s. r. T ❑ ,_1 .❑-'- _ T;T"� ❑'�''`r ` � �� ❑� �� BF Blfold Door FTG or Ft . FootingRM or Rm. Room � S3M MONO DETAILS BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RND or Rnd. Round T' T-L�j L-- T ❑ S4 - ------------------- - -- - DETAILS BLK or BLK. Block GALV or Galv. Galvanized RO or R.O. Rough Opening _z T❑_ -- ❑❑� BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf ❑ - ` _ r _ _ �_ T r : _� .r rz rz:_ ,.a7 r S5 DETAILS BM or Bm. Beam GFI orG.F.I. Ground Fault Interrupter SC Solid Core -----1- --- -- ----- ---- BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet r`IR — r`ir r`i—le GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HC Hollow Core HDR orHdr. Header 1-IrT— WM lklcinh4 SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWRorShwr. Shower QI nr Q 1 QW. 1 inh4c 00 0fflJ-0 0 0 RE 0 0 1 0 �1� -LU n 00 I I I I J IE1I � 0 J ❑ --__ S6 - ST _ __ SS -_ -.__ D1 2 STORY DETAILS ___ . ..___.__ __._____ _______ __ _ - STAIR DETAILS _ . RETROFIT DETAILS __ ___ __-_ __ ___ -. FRAMING DETAILS CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications WP WATERPROOF DETAIL 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) PA1.0-2 PRODUCT APPROVAL 771 COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square - - _ COL or Col. Column INSULorinsul. Insulation STO Storage SH1.0-5 HURRICANE SHUTTER PRODUCT APPROVAL 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 ❑❑ ❑ ❑ ❑ ❑ I ❑ ❑ ❑ ❑ ❑ ❑❑ rI ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 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 ❑ ❑ I �❑ � ❑ 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 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ IF ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ � FI �1 L � ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 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 WDW or Trans. Transom Window UNIT -A 1532 UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 UNIT -A 1532 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 DIST or Dist. Distance MIR or Mir. Mirror LINO or U.N.O. Unless Noted Otherwise UNIT TOWNHOMES DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower ortub/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 (A C C C C A) - - - - DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DWorD.W. Dishwasher OPNGorOpn'g. Opening Worw Washer MEAN ROOF 15 FT. HIGH TYPICAL EA or Ea. Each OPT or Opt. Optional W/orw/ With FOR SINGLE STORY HOMES ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WDorWd Wood MEAN ROOF 30 FT. HIGH TYPICAL EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW, HDR. Window Header FOR 2 STORY HOMES EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXTorExt. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet THIS DRAWING AND DESIGN IS VALID FBC Florida Building Code PLNT SHLF or Plt. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FOR 12 MONTHS AFTER THE DATE IT FDNorFdn. Foundation PLTHTorPlt.Ht. Plate Height WP WaterProof(ing) IS SIGNED AND SEALED OR WHILE FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener CURRENT CODE IS VALID FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PWorP.W. Pre -wire CODE REFERENCES ARE SUMMARIES FIN FLR or FF or Fin. Flr. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR PLAN REVISIONS COMPLETE CODE INFORMATION. DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these 05-21-16 1.00 NEW BUILDING CONFIGURATION 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 12-2 8-17 2.00 2017 FBC CODE UPDATE 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 I Engineer prior to 06-27-17 2.01 UPDATED PER F DS REVIEW 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 12-19-2 0 3.0 FBC 2 020 CODE UPDATE Office at dfor reimbursement immediately. No backchgner/E gine 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 02-16-21 4.0 ENG. REVISIONS PER TRUSS ENG. agreement. Control of Construction Site 06-15-21 4.1 STAIR SECTION REVISED — C.M. 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 08-09-21 5.0 NEW ELEV. X (ENHANCED) 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 08-20-21 6.0 REVISED SOFFIT DETAILS - C.M. whatsoever. The Designer/Architect and FOR has no duty to L E FS1 r Ism protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, 10-10-22 7.0 REV. ELEVATIONS PER C.M. 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 02-13-23 8.0 STD-LT-2023-MOD ELEV. PER C.M. take any action or preventive measures to protect such property against any such peril at any time for any reason. 07-05-23 8.1 REV. LT BAND TO 12" PER C.M. 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 UNIT TH (1532 1624 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. c� ca care UM dLM C30 y W cz _ m N C fn C'J N � a.-E c o _ �E � v CD CM N t O N N 1Vk ,+ �� •�� • • Oc ++ •No PE78(5 A �•• STATE OF •Ct/- •• !� Z i ff ✓ l) r� • • i ,•i ,4� r"'�aa��3taer�� 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. N W v o (0 O 7 N LL in �MLL dLu Q a LJL z Z @ v 0 o o 0 NO m U Q W oTC 7)rn ¢ m w Z N co V [� H Z oLL < ❑❑❑ CIMEML W Co Z N M O .n � N Q) C3 0 C` U �L-U 'a'�• `❑ 2 � S N U C a _® a 1 8 l 1 cOD ®0 o Z M Z ¢ Z J 0 � LL E Z O } N � ' Z q t1 (� O � Z V z ❑a � 0 00 E o °Z co o a s- a o W C z ca oZ 0 c Z� m <'Z �z 3 S Jo aZ m ap � Z � j wa v Zk- 3 c o T > 00 I � or N I— 00 00 � L r r '— M ^ 'cYi r 00 v J m r F— p Ln M 00 o O � N Lf') T ai C`V o E -EM � a z Z E T r c E .j v ai n U � Q JOB NO: 23-13137-13142 SCALE : AS NOTED SHEET NO. 3 N I M v V 0 r17) 0 J i M r2 1 M i I N M t"— L v v v 0 n 0 W 12 M M N M N ao 0 i v V Cn O Q 07 c L N O N v E 0 w E Cl- 0 c c J O U r7 cV 0 d- N 0 a; 0 0 0 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 (4) #5 REBARS CONT. 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) } cc 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 o —� W W co CONTROL JOINT DETAIL SCALE: 1112"=V-0" -#5 CONT REINF. SEE FND. FOR QUANTITY #5X25"X25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE:1 1/2"=V-0" n Q—o—� o . a a Q � alb d Q d 4" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W 1.4xW 1.4 W.W.F. d 4 ^ G 4 4 a C 2'-0" ) 4" CMU BEARING WALL FOOTING SCALE: 3/4"=1'-0" 5x5x3/8" A36 STEEL BASE PLATE 1 I �il -..- -- 0 4_ l 2 SECTION A -A O T 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT CONCRETE SLAB PER PLAN (FM24 BOLLARD DETAIL SCALE: 3/4" = 1'-0" SYMMETRICAL J't -Y Ap 18'-4" 18'-0" 18'-0" op .00 114" 13'4" 3'-8" 3'-8" 13'-4" '-0" '-0" 13'-4" 3'-8" VERIFY 70 VERIFY 3' 0" x VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C / (4) .W. wl (4) #5 E.W. LOCATION OF ADC AC PAD T-O" x T-O" x 1'.0" (2) #5's PAD PAD w/ (4) #5 E.W. L L L HOSE S3 2'-O" x 2'-O" x V-0' HOSE HOSE 2'•0" x 2'-O" x V-0" S3 S3 2'-0" x 2'-0" x 1'.0" BIB w/ (3) #5 E.W.BIB BIB w/ (3) #5 E.W. w/ (3) #5 E.W. �I CONDENSATE CONDENSATE cal v I CONDENSATEx -- I— b -4" ELEV. FIN. LINE 1 I I I LINE OIL -4" ELEV. FIN. 1 1 4' ELEV. FIN, LINE 1 I ' A w Q CONC. SLAB 0 2 a CONC. SLAB o 2 CONC. SLAB a 2 S3 I 1'-O" I 1'-O" 1' " 6'-8" 3'-10" 3'-10" 2'-8" 2'-8" 3'-i0" 3'-10' 6'-8" 1 6'-8" 3'-10" 4" .4" -C i % 6 PROVIDE 1_YZ"_RECESS OR _ _ — -t- t— _ I _� _ — — _ I PROV — E 1 y" RECESS FOR _ I P O DE 1 z" RECESS F_ OR I — — — — r `r SLIDING GLASS DOOR. EFER I I SLIDI G GLASS Rl FER SLIDI G GLASS DOOR EFER 0 I I I MASON'S SCOPE FOR V 1IDTH I MASO 'S SCOPE FOR WIDTH MAS N'S SCOPE FOR IDTH1 I I ® I M PROVIDE LINE FOR 00 i0 D1 I 1 L - 55 PROVIDE LINE FOR D1 I I M I 1 M J 00 PROVIDE LINE FOR -5s I I I I ICE MAKER I I 1 ICE MAKER I I I ICE MAKER D1 I S3 S3 I I I I S3 4, 7 174I7 3y" MIN. 3000 PSI CONIC, SLAB FOR 'T r � II / I �� (I HERNANDO COUNTY ONLY. 3%" MIN. I f 1 °2 I N/ I l 'I ) I I ILA J1 L 2500 PSI CONIC. SLAB OVER 6 MIL 1 VISQUEEN VAPOR BARRIER � ® I I I I I I DBL. SINK I C.J. - - - 'DISPOSALCO w/ 00 I I DBL. SINK w/ - C.J. i I I °° o DBL. SINK w/ ( 1 o0 C.J. - -_ DISPOSAL I `O _DISPOSAL _ _- _ _- I IIIL_ J JII IIII_ JII I I I II EJLT L`a =J L�I II L2 STORY U.N0. = ( ` -2'- 4 12'-52" 5'-lq" 5_„ I Z-A, 5I 1 PWO PWO I i PWO D'- p M cn 1 I I I 14'-6' 3'-1 I , 1 1 3'-10" I I I I 4'-2" I 14'- S-10', I I I 00 A F- ( I� -1 0'-0" ELEV. I I 0-0 ELEV. I I 0'-0" ELEV. 1 I IL I I I 110 FIN CONC. SLAB FIN CONIC. SLAB ® I FIN CONIC. SLAB I I 1 I L I I ( 1 c.J. _ I I _ ( _�_ __ c,J. I 1 1 I M GG I i GG I I GG I S3 S3 I I S3 o ® I I @FOUNDATION 1 I I I I 1 ( @ FOUNDATION I I ! @FOUNDATION 1 I I I I 1 0 0.1 '-4" 1 I 2' 0" 2' 0" I 1 16'-0 6'-0" 2' 0" I I I I_-1-,-I � I- I I I. ® I JI IL_ jIIL- _11 IC? I I 'I� 10 IELEV. APPROX. 11-1/2" BELOW F.F. ELEV. CAN BE NO 1 1 I I 1 1 I IMORE THAN 1-1/2„ ■ 1BELOW TOP OF 1 I I I — J /� L EGRESS DOOR 1 THRESHOLD. FIELDCD v 1 1 I ,n VERIFY K 1 PROVIDE 1/2"RECESS FOR S3 iv I\ `° _ I I I 4 I/ \ I / H• H.W/ I (V _` K 1 I I - S3 PROVIDE 1/2" RECESS FOR K PROVIDE 1/2" RECESS F R S3 1 1 \ W.H�CD 04 I �/ L_ L FRONT DOOR, REFER TO d ! MASON'S SCOPE FOR WIDTH 2'-104' Z-104" I LFRONT DOOR. REFER TO L_ MASON'S SCOPE FOR WIDTH FRONT DOOR. REFER T v MASON'S SCOPE FOR WIDTH 1 FM24 FM24 FM24 ■ ® ® ® 1 ® ® ® ® 4' 4f I ( 1 -O' 4'-0" '-0" 0" 10'-6" 10'-6" 0" '-0" 4'-0" 11-8' 1'4" 4'-0" 0" 0" 10'-6" 00 1 I o0 0 1 0 00 4' ELEV. FIN. o 9 I 4" ELEV. FIN. io 1 4' ELEV. FIN. I I 1 " I CONIC. SLAB i CONIC. SLAB 1 1 CONIC. SLAB I PW01 I ® I ® 1 PW01 _ 2 C.J. I _ C.J_ o C.J. _ O O o O I i N o + — _ — N L o 3'0"x3'0"x1'0" w/ (4) #5 E.W. 3'-O" x T-0" x V-0 " w/ (4) #5 E.W. 1 o I I I ^ ELEV. APPROX. 1� I ELEV. APPROX. I N I I o S3 S3 `� 1 I 1 ® r 1-1/2 BELOW F.F.1 1-1/2 BELOW F.F. ® 1 I ( 1 55 I I 1 55 ELEV. CAN BE NO I I I ELEV. CAN BE NO 55 1 I 1 D1 I I D1 MORE THAN 1-1/2" MORE THAN 1-1/2" D1 1 BELOW TOP OF 1 I BELOW TOP OF I I i I 2'.6" x 2'-6" x V-0" 1 LO EGRESS DOOR 1 00 I ;n EGRESS DOOR `n I 2'-6" x 2'-6" x T.0" I 1 1 o I 1 l w/ (3) #5 E.W. THRESHOLD. I THRESHOLD. w/ (3) #5 E.W. I o Ir A co FIELD VERIFY 1 I FIELD VERIFY I I M --_ — 00 J 1 o I "SEES FO\CS I S 3 I cv HOSE 3 `O RECESS OPT. L v CR — 60 B L I L7r `v i� `~ S3 S3 HOSE HOS BIB BIBE (2) #5 VERTICALS (2) #5 VERTICALS (2) #5 VERTICALS WIN FILLED CELL WIIN FILLED CELL WIN FILLED CELL l'-8" 8'-0" 1'-8" V-8" 8'-0"01 1 V-4" 1 V-4" 6-8" 6'-8" 1'-8" 8'-0" V-8" 7'-0" 22'-8" 13'-4" 11'4' 54'-4" —INDICATES FILLED CELL WI3000 PSI CONIC. GROUT FROM FTR. TO BEAM W/ 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. GRADE 40 STEEL FOUNDATION PLAN - LEFT SIDE SCALE: Y"=V-0" UZ .c m r >< y C U_ C3- CAI t0 ® b ze a, o as :19 ' c� Y d es. ra. � 0 M O CV N 0 Lys `�`��"��•�GENS. No 7 n;'i?"• aTATE OF ,�4, .. 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 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 F Q Lon N c} O ^ V o M N Co"N m � rn 0 � co a) Q J LL U_ a Z C13� O - � 0 R, o cyv i o w NO N W I W ogti� ¢ m rn CP w Z IL ILz Z V O f=- N OU ❑7 1 Z W o a � v ci 1 N ,n N M 'a u O—� �; o � w c - E 0 E , IT C co oco p o o w CMJ o z < co i O E: U z zo ?© on — o ()oCL E Wdz �¢ o� wo z �w vo M c � c <o < OY mo of Zti m t w m W zz a o UD o m ao aLL =3 o w< >� v zla o 3 C N N m CN I— ca 0 to 00 L Co r r LO T' T � r � M 50 o U) m I-- 0 L0 00 0 O Q N L.f7 Cfl j r ai 2_1 N o a Z Z E T- r d E •• U 0 a w Q M c � JOB NO: 23-13137-13142 SCALE : AS NOTED SHEET NO. 2.1 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 z w � CONTROL JOINT DETAIL SCALE:1 1/2"=1'-0" #5 CONT REINF. SEE FND. FOR 1 QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. q °a' REBAR, TYP. U.N.O. a'y: u TYP. CORNER BAR PLAN DETAIL SCALE:1 1/2"=V-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W 1.4xW 1.4 W.W.F. ° d°21 d d d ° d ° ° d (4) #5 REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING 5x5x3/8" A36 STEEL BASE PLATE 1 I AL o � 5„ L SECTION A -A �A SCALE: 3/4"=V-0" 0 T 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT CONCRETE SLAB PER PLAN rFM24 BOLLARD DETAIL SCALE: 3/4" = V-0" SYMMETRICAL 54'-4" 18'-0" It18'-0" it18'-4" 13'-4" j'-0'-0"u " 13'-4" T-8" T-8" 13'4" t1'-4" VERIFY T-0" x T-0" x 1'.0" LPJAD LOCATION OF A/C w/ (4) #5 E.W. — PAD HOSE L BIB 74' x 2'-0" x T.0" S3 w/ (3) #5 E.W. CONDENSATE I ci LINE -4" ELEV. FIN. 1 o CONC. SLAB 1' VERIFY VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C PAD PAD (2) #5's L S3 74' x 2'-0" x 1'-V HOSE HOSE 2'-0" x 2'-0" x 1'-0- w/ (3) #5 EW. I w/ (3) #5 E.W. ic> CONDENSATE CONDENSATE 1 4" ELEV. FIN. LINE I 11 LINE CONC. SLAB a 1 2 I I 2 _ l�'-1(1" 3'-1(1" �'_R" . ?'_R" 3'_i fl" 3'_1 fl PROVIDE 1 " RECESS FOR _ _ I PF DVI[ I I SLI ING G1 ASS DOOR. REFE TO rT DIN-( LI MA ON'S S OPE FOR WIDTH 1 1 M SON � CEOVIDE MA ERLINE FORes INDICATES FILLED CELL W/3000 ( I I S3 1 I I PSI CONC. GROUT FROM FTR. _ TO BEAM W11#5 REBAR VERT. 11j,I J I ABOVE SLAB. TYPICAL @ ALL T PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. GRADE 40 I "� STEEL I 1 00 I I 1 DIRB1SINWEM/ I o? I I 1 `D DISRIDSRDSAL - C.J. z° _ - - I JL_J 1 I == J L= _--E3- I 1 1 5'-93 , 12'-2$" W01 I I I I PW( D1 I I D1 zo CU ^� II 111 1 I T-10" 1 4'-2" F_ 1Y"RECESS FOR ILASTIDO-7 RM R TO -— SCOPE FOR WIDT I I J 00 PROVIDE LINE FOR -au I 1 ICE MAKER D1 1 ( 1 3)/2" MIN, 3000 PSI CONC. SLAB FOR I� I I f I HERNANDO COUNTY ONLY. 3%" MIN. I` I) ��� I I T I �� j J 2500 PSI CONC. SLAB OVER 6 MIL. - ji L e VISQUEEN VAPOR BARRIER l DBL. SINK w/ 1 ( 00 DBL. SINK w/ C.J. _ _ _ DISPOSAL CO DISPOSAL. _ _ _ C.J. �=I (_ — I IIII �) II �) III III �� II l� IIII I I I IIILJL. JII I I I 11L JI I I L—JL====J E==__ �- I -E 12'-2g" 5'-98" 5'-102" 12'-52' PWO1 L S3 IU OIL 4" ELEV. FIN. CONC. SLAB o J C1� e, o" I I I 1 1 1 0'-0" ELEV. 1 1OIL 0'-0" ELEV. 1 I I FIN CONC. SLAB I I FIN CONC. SLAB ®� _ C.J - - - I- C.J. GG S3 1 I I @FOUNDATION I 1 Z 0" 164 r I I I I IL jtj CD 1 1 1 1 J I I I I D OP H W/ I " ( �RDVIDE 112"RECESS FOR _ i _ _j S3 P OVID 1/T RECESS FOR I FONT OOR. REFER TO RONT DOOR. REFER TO �----_j '-1 OT, SON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH I40 FM I I 4' fI 10'-6" I O, 4, O„ 1 J_8„ 4,_0„ _0„ 0,1 o IOtt— -4" ELEV. FIN. 00 0 CONC. SLAB 1 coI I I PWD1 I 1 1C.i. 0 2 I I o LO j o "' C.J. _ + C.J. o09 o ( I I I ELEV. APPROX. 1 v 1 ELEV, APPRO3t I I 1 ® 1-1/2 BELOW F.F. T 11-112 BELOW F.kIifl I I I 55 ELEV. CAN 6NO ELEV. CAN BE MORE THAN 1 I MORE NO THAN 1- BELOW TOP OF 1 1 BELOW TOP OF EGRESS DOOR°P EGRESS DOOR 7-6" x 2'-6" x 1'•0" I "' THRESHOLD.`' ( I THRESHOLD. LO o I I I w/ (3) #5 E.W. ih FIELD VERIFY 1 I 1 FIELD VERIFY = I S3 I— _ — — — IIf OP L L S3 I S3 (2) #5 VERTICALS HOSE HOSE I " W/IN FILLED CELL BIB BIB 13'-4" F/ - _JIB PROVIDE 1 Z' RECESS FOR -F SLIDING GL kSS DOOR. REFER TO I I 55- MA N'S SCOPE FOR WIDTH I I 1 D1 PROVIDE LINE FOR M ICE MAKER I S3 r T-1011 I 13 -10" 4'-6" 1 F_7 1 I r-7 I I I I I I 1 T D'-D', ELEV. T FIN CONC. SLAB 1 1-7 I GG I S3 I 1 S3 I @ FOUNDATION 1 1 I I 1 ( @ FOUNDATION I 1 6'-0" I I 2' 0" -ICI 10 - IL iI II iI 1 I I\l► I I I I I I I I^ ELEV. APPROX.1 I I I I 1-1/2 BELOW F.F.) V\ I I I ELEV. CAN BE NO \\ j I \ �/1� — — — MORE THAN 1-112"1 ■ BELOW TOP OF1 EGRESS DOOR THRESHOLD. FIELD) K N W.HI i I IH VERIFYI (0 S3 t_L � _ _ I_j S3 jo PROVIDE 1/2" RECESS FOR I I FRONT DOOR. REFER TO 2'-10" '- 04" MASON'S SCOPE FOR WIDTH FM24 FM24 ® ® ® ■ ' I I I I 4" I 10'-6" 10'-6" 011 '-011 4'-0" '-0' I 1-4" ELEV. FIN. I I io -4" ELEV. FIN. � j CONC. SLAB PWO 1 II CONC. SLAB _ _C.J. i _ I - C.J. o I 1 0 -' 3'-0" x 3'•0" x 1'•0" 5'-8" I I I I w/ (4) #5 E.W. b L N 1 LO I LO S3 S3 55 I I I 55 D1 1 1 D1 2'-6" x 2-6" x V-0" I 1 I I I ■ 1 wl (3) #5 E.W. 1 I 1 o L1 M A J I 1 J S3 S3 I YS3 ` "SEE S-3 FORECESS OPT."eo I N — — J HOSE BIB 54'-4" (2) #5 VERTICALS -/ \ I (2) #5 VERTICALS W/IN FILLED CELL___W/IN FILLED CELL 8'-0.1 1'-8" 1'-8" 8'-01, 11'4' 11'4" 22' T-0" x T-0" x V-0" w/ (4) #5 E.W. A S3 55 TYP. @ 2-STORY U.N,O. 0 10 I - - CD -0" x 3'-0" x V-0" w/ (4) #5 E.W. FOUNDATION PLAN -RIGHT SIDE SCALE: Y4"=V-0" ch CV o - � N � C1� o Z C, m � x 4' , (� t,=m 5 CC =`° Z1. I� = E A C ' tJ N 0 N v N 0 ,♦r,lililllt17!! A: LE ♦♦♦♦� • N i,"00� �� Cj .� No PE78750 STATE OF • 44, 0 R N AI I+♦♦♦ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flonda 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. W S N 4 O R N v ♦/,y C14 V 7 N LL LL NrnrrNi� c a a Q c a S J L: 0 Z —a o X Lmv o Do Lu ogNv . W r m rn � W J w �. LO 00 C7 Z V OU) LL LL FZ- OU ❑Q❑ Z W v N O o co � � Q — — ti N Z � `o !�0 1 /7-1'[ ifs O�a u.s o t/1 U) U k— J � m z > I L � U o y o o U_ oZ w Z CE oo<� - E 0 wE zo o E g� o ar Qz w g wz cn c � Y 01 01 O � G O U � � oLL� ¢o az 'S t - LD o ` >o M V d ti OU zIG 3 T" > o0 ♦T 0 N i— Co 0 Cfl OO CO 1�= LO T '—' C10 E)o U m T o04 ;+= M L0 O 04 LC-) ai Ca N z M o o Z z E T y t— c d v a) U J Q c _-1 JOB NO: 23-13137-13142 SCALE : AS NOTED SHEET NO. 2.2 OWNER'S BATHROOM SCALE: 3/8" =1'-0" MIRROR I - y CV l i 4 -i - -, FI r C o o 1 0 i0 ,�.T © o l '1 b BATHROOM 2 SCALE: 3/8" = V-0" WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25i S.H. 13 20X38J 18JX374 S.H. 14 20 X 501 18 7'X 50 S.H. 15 20 X 63 18 J X 621 S.H. 16 20X72 18JX71 S.H. 11­12 271/4X26 26X25J S.H. 1 H3 27 1/4 X 38 i 26 x 37 1 S.H. 1 H4 27 4 X 50 J 26 x 50 S.H. 1H5 27JX$3 26X621/2 S.H. 1H6 271X72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 4 X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37JX72 367X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 s 52 J X 37 i S.H. 34 54 X 50 i 52 4 X 50 S.H. 35 54 X 63 521 X 62 4 S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN = W-2" 42" KNEE WALL WITH 1x8 CAP & 3/4" PLYWOOD �� CASING (AT 2nd DECKING �� FLOOR ONLY) (2) 2X8 w/ 1/2" FLITCH HEADER 1 SLOPE CEILING TO °0 MATCH STAIR RISE F. FL. F. FL. ------------- 18 v DRYWALL 17 - 1 1/4" TO 2" DIA 16 HANDRAIL NO 15 LESS THAN 34" 14 �� NOR MORE 13 Lu U THAN 38" ABV. 12 Z TREAD NOSING 11 CONT. 10 HAND RAIL w METAL 9 U HANDRAIL it 8 Q iT BRACKET W ^00 7 = BLOCKING AS 6 o 5 REQUIRED F. FL. 2x STRINGERS 14'-2" TYP. STAIR S SCALE: 1/4" = 1'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE OH4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 114 LVL 2.0E Fb=2950 (2) - 1 3/4" X 9 1/4" H6 LVL 2.0E Fb=2950 H7 (2)- 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E 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 4 00 3 2 1 F. FL. HANDRAIL DETAIL 2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'-0" BLOCK W/(2)-1/4"x 31/2" TAPCONS @ 16"o.c. AND ECTION 3" FROM EA. END. 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 3/4 inch and not more than 1114 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. 18'-4" 70, 1' 4" 13'-4" 3'-8" 10 VERIFY AC PAD LOCATION OF A/C PAD HB A OUTDOOR LIVING o S3 9'-4" CLG. A.F.F. CONCRETE 8" 6-0" 10'-8" 6-8" 3'-10" 3'-10" 2'-8" o ? Coa 6068 SGD o - Q °O 5-SH 1 -- N -- 2468 REF 3'-2" 6-7" o I O O N © co 3 M Fl DINING N KITCHEN z I'O Q 9'-4" FLAT CLG. 9'-4" FLAT CLG. TI LE TI LE 00 - SINKw/ - D/W DISPOSAL ---,00 O O r---J - IL JI FLRG. LINE ---- - 2x8 WALL 8'-01, 6-0" T-8" O 16" CNTR. AT 42" 10 o = A.F.F. 1/2 WALL 10 M O N I` CAPPED � 1 r II UP 2 - 00 N I11 1 3 M °° `° 55 4 o ih - D, -- GREAT ROOM 5 TYP. U.N.O ® 9'-4" FLAT CLG. 6 CARPET - 13'-8" - 7 o M 1- 9 GG b A 10 M ET 10 S3 Co 11 o ®12 u' 2x6 WALL M N 6'-8" 2'-8" 4'-4" 0. *NO UPLIFT* - Q - - S4co 1 - - - PW01 H1 CD N W D1 iv FLRG. LINE . - 00 -f3�-/��-© f V V f-� TYP. TILE ca 04 U) I -i Q F ER N ' -- O -- 9'-4" FLAT CLG. 2868 TILE d 0000 o -- ,-T.O.M In 9'-4„ a 7'-0"O -0" 2'-6" 3068 BUILDER TO PROVIDE APPLIANCE Z-0' 4'-0" '4" PROTECTION I 2' " 4'-8-4 4 WHEN " REQUIRED PER 10 ENTIRY OP FBC zo 9'4PLG. A.F.F. 1-CAR GARAGE CONCRETE - - - - - - -- - 9'4" F T CLG. v ®® ate, CONCRETE 0 ao � • N STONE 7, VENEER r `r 16" SQUARE-J CMU COLUMN in 00 �r ■ I LINE OF 2nd STRY. ABV, I- - t 00 I **NOTE * I boo I BLK. WALLS P RE 8'-8" TALL FOR "A" NIT 5'-8" o HB I FROM FRO T OF LO GARAGE I 'C TYP. @ I S hill ,illi -,;2 i5o I 1. I STONE 1'-4" 5'-8" V-8" 8'-0" 1'-8" VENEER 'Ot T-0" 11'4' 8'-8" 18'-8" 18'-4" T.O.M. 10 T.O.M. 1ST FLOOR PLAN - UNIT -A 1532 SCALE: Y"=1'-0" v 00 ib 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) 10-4 34' 01 12'-0" 0. 3-0" 1 1'-4" V-8" 3-10" 5'-0" 3'-1011 2'-8" 011 MOD 25 SH MOD 25 SH (39"x59") (39"x59") EGRESS EGRESS 0 00 OWNER'S 55 BEDROOM D1 TYP. U.N.O. 8'-0" FLAT CLG. ® I CARPET iv I 0a N17'-8"CID -- CO 6'-4" 10 4'-4" 7'4" ® M.C. ' ---- mf R&S T O0. BAT I 22"x36" i F-0" FLA CARP CLG. ATTIC T ACCESS - - Y V I C0 1 N co - 00 to ^ / 00 8r�" FLAT CLG c{ (o (V CO N N I N ICARPET I PW01 L \V/ L I D1 ® TYP. O FO 2868 R&S iv 5 6 ® ,� _ r 7 00 - __. I 00 E TO oo16 7 A. - 8 9 N AHU - 60"x f _00 - OWER P I F- 10 R/A I 11 1n - _ I 5' 11 a 4'-4" 3'-4" I T-8" 19 Im LOFT 13 - I C9 8'-0" FLAT CLG. 14 0 - (00 D CARPET 5 00 - 1 00 N I 16 `.0 II 17 - I UP 18 T A.F.F. u 0 1/2 WALL _ CAPPED o = 5'-4 V-10" CV 9'-6" ®� FV Ch - o - T °° 1 -0 in BAT 2668 iv o 8'-0" FLAT CLG CARP M.C. T o WICK - I 8'-0" FLAT CLG. CV CARPET 2668 p� CV o 10 ZO 1 ----- _ ---- M BEDROOM 2 R&S 8'-0" FLAT CLG. �I ij CARPET Mla - - G.T. G.T. 00 F.C. FOR ELEV. 2023 & 1' MODERN ELEV ONLY. `r' DOES NOT APPLY TO MOD 25 SH STD/LT ELEVATIONS. ( 39" x 59" ) EGRESS 3-8" 3-10"00, 41 01, 71.4" I - 7'-0" 01 11 '4' 1 LO 18'-4" 2ND FLOOR PLAN - UNIT -A 1532 SCALE: Y4"=V-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" AC� +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 CD +28.3 / -37.0 DE +26.6 / -29.1 KD +26.6 / -33.5 O SEE SN SH4,�, SEE SN SHEET 140 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. 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 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" 171 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) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. eh N 0 cv o _ t� o, d w C3 ¢ r► o w Z c caws �- cU-a- N O l6 iy E L d' W f17 N A s� N � o 0 M N O CV N 0 1a3o��a 00td/�� LEVVkO°*�,. No P 750 r STATE OF • R 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 Engineers signature and seal. W d E 1� N � ao M 8° � _ r_Np V N O 7 u7 0?00 0)- 1. IJL to ��r--2 u- w w a d Q N co 5 w o J�ti Z Z _a Do o O m w ,'mom m < WN U5 c4 ' W w 'Z co M Z F V C Z U ❑�❑ O Z W � O N � o � � rl- to z 0 C 3 UL 4-1 LU � U Oera o L/711 of �w N � U J - - > winLE.B 8 i z': L U o 0 y L. U)CQ o w M z Q __j E a ® Qo ao zo t`° rt3 o 00 _ E �< 0< a> 6 ¢o ¢ ww U),�Z o O U w 0 m0 ZO F m m aw 8 o< Z Z QO a � nw - az w o w� -o zli a c o r >00 iU rn TM T 01 W ' L C r t.0 T r T- Cr M Oro U) in 4-0 �-- O 00 04 04 0 Q N t� L.C') M 04 04 �'� �; o d Z Z E r r r`o m 0 E o ui U Q ca p 1 c 3 JOB NO: 23-13137-13142 SCALE : AS NOTED SHEET NO. 3 0 r` 0 F, STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN = 14'-2" OWNER'S BATHROOM SCALE: 3/8" =1'-0" 0 F, BATHROOM 2 SCALE: 3/8" = V-0" 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) ---------ate 0 w 0 c� 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 20X26 184X254 S.H. 13 20X38J 18JX37iq S.H. 14 20X50J 184X50 S.H. 15 20 X 63 18 4 X 62 S.H. 16 20X72 184X71g S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 1 H3 27 1/4 X 38 J 26 x 3711 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1H5 271X63 26X621/2 S.H. iH6 274X72 26X711/2 S.H. 22 37 J X 26 36 -1 X 25 1/2 S.H. 23 37 a X 38 i 36 J X 37 3/4 S.H. 24 37 J X 50 i 36 J X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73J WIDE S.H. 32 54 X 26 52 J X 25 z S.H. 33 54 X 38 s 52 4 X 37 i S.H. 34 54 X 50 as 52 J X 50 S.H. 35 54 X 63 52 4 X 62 i S.H. 36 54 X 72 52 } X 71 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. v CONT. HAND RAIL i F. FL. ,N i I 14' 2" 2x4 #2 SYP. P.T. THRUST V BLOCK W/(2)- 1/4"x 3 1/2" FROM ONS . END. 16"o.c.AND 3"FROM EA. HANDRAIL DETAIL TYP. STAIR SECTION 3" SCALE: 3" =1'4" 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/ 1/2" 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 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E 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 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 '/z inch. A nosing projection not less than 3/4 inch and not more than 1114 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. 1ST FLOOR PLAN - UNIT-C 1624 SCALE:1'4'=1'-0" 2ND FLOOR PLAN - UNIT-C 1624 SCALE: 4"=1'-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" Q +293 / -32.2 © +29.7 / -39.7 O +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 +26.6 / -33.5 GO SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 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. Ed. 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 fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY TOPr rouoomonurerrr•N ur.■nrwrro�ue�<r..orr<Er.] MASONRY. • • A MIMMMISIMMMMOMMM 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 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 EXT CONC WALL EXT FRAME 2 x 4 EXT FRAME 2x6 R CONDITIONED CEILING R-VALUE / TYPE R-4.1 HIGH PERM R-11/R-13 KRAFT FACED R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION I K-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. o ' W t!/ OCc �i2cV �C rRs as m � Rom' C E �a ca c) C-> N 0 N N 0 14� •✓ENS' •tS''i ® u i50 ` No �j STATE OF 44) Un•. A, Q •.• �. d �•., O R `p• .�`�,.� IIl1 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 Engineers signature and seal. W I- U `°° N ti4 a_Ia O N V # 00 CD O 5 Lo 00 (n # LL LL to �Mv� waa Q c J a Y C7 WLL zO 13 = m o o 5 � 0LL W C"- mo W rn- w d C', ZN ~ U LL ZZ W Z N o o� N a 13 N N L LU a U � 0 U-1Q) o to ry to � v allr- -' E m S S L 0 p U O 0 U) 0 Q 2 O o � w M M J Z S O ZZZ L L - Q z o } N zo aN 4t CU 00oa oo z© I� 6 CL o E o ? o 0¢ z aQ ¢omo �Z wz m J m m a w �} Fm gz zo C� a o� az �w o w =� c� � a0 v zla 0" c o r .N > 00 2 a; rn 0 CIO �-- 00 L CO r r T r C^ M 00 r VJ m r 0 lO CV) L0 QrQ 0 U Q N L f') C6 t rt' r 6 Z• i� N 3 (' - a Z r0 Z n E T--- m E o- U JOB NO: 23-13137-13142 SCALE : AS NOTED SHEET NO. 4 1ST FLOOR BUILDING PLAN SCALE: X"=V-0" ma's 01 0 Z c caoewN W 0 CAQ f6 i b b Zj O A ®' N C3� Cc CD O M N O N N O As^, A �> �• A No PEE 7 50 M w • w .� STATE OF o�tC� •` R` 0 0 Sj0n6Ay+ . o$ P��Ii�IYfi6ttt'+ 7o 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. 0) Nc oEE S0 co � �Q AF` N y C J ( 0N co •� 00 N LL l�L {� (q I- 1-- LL W LU M co 0. n. aj V W a m LL a c7 LL z Z — Y, m v o 4 0 0, WL w p o6Nrj W Q Z W o O W Z N C7 Z 6 U) IL I=- d U ❑MI Z W co G N tp�Y O O C, V I y� g�g•�� '�O. �� ✓ O LL W CS Oto H N C LLi J - - E y f C) N U p J K W Z L i- C6 E z o O 4 N o- p E o a Z oa F m o E mg 02 az ?o O, �z U .0 m ) m Q W p N Q O Z Z J O C. C. ao �w �- o z wF s� c� o d 5 a L C o �-.. > 0 2 ai m Nc9 t� r 00 Ln � r r � i� �.� � C M 00 t— ( f) 0 r r O L0 ^ 00 O ii ,M-- Q N LO CD r (D E N 3 M� C) o z z E T- (D r- m c t m E a U Q c JOB NO: 23-13137-13142 SCALE : AS NOTED SHEET NO. 5 ON 2ND FLOOR BUILDING PLAN SCALE: 1 /4"=1'-0" CW3 N o Cs o ` N �. the � -• o. U gn O z m aC ® [U S t Qs 9 E G Cj eTL3 . cu ru sa cn'; gs ga M CV O CV N O a LE VV p 4�, ••�G E N SF• �•� No PE 5 •. .* ; STATE OF aaaf gar N Ae 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 E S N y C14 C n J 0 u w N EL LIJ C: a ,� z Z Z z oho CLL L@_ �t O p 'FNC4 m � 4 W of Z CO 0 �. N M. Z U O ---F a do ❑❑❑ W N M o Zo W QN z O Q J N M Vi Z a 0 o u- 4-1 va LU yyy��� O w o N � Y �V) �? d LLJ J $ c s � � zr�.. o N °°MID Y OD < � W M J binM y ¢ Z Q U- Q za >N Zo CU 0 O O E o¢ a ~O 01 X z W w Cn C C ¢o � < mO oO U b Z W Z gO T � o� az NFW m ¢o r- �O a� Y S� 0 W a 0 OI4o— U C o T > 00 ui m N I- cT� W 00 CV L � r ~ Lf� T T � r �••� 00 T m T 2 4-j CV �— O LO 7- O CD N Lo L.C'� Cfl � N r m D M o 0 Z Z E a E U 0 JOB NO: 23-13137-13142 SCALE : AS NOTED SHEET NO. 6 A ■ r�r c CORBEL DETAIL SCALE: 2"=V-0" FYPON: DTLB4x6x9 �__ - 12 �� T T ; 4.01— FIBERGLASS SHINGLES _a j—_ L,_� I J 7 T.O.P. J__ -T-A- � i 20" LOUVER _ ST y_ — „ TRIM 9" 4. ,( B KEYSTONE DETAIL SCALE: 1/2"=1'-0" � 12 - a , FIBERGLASS T1 r SHINGLES a_ ,� J, MEN min�m on 0 Run 60 MEN MEN 0 'MEN CD 11 1 1 loon loon 0 son --- 0 MOD25SH MOD25SH MOD 25 SH TEXTURED FINISH Zoe El Ll Eli iE:I= El UNIT -A 1532 1 UNIT-C 1624 FIBERGLASS SHINGLES T.O.P 12 4.0F HDR. ---- ------------ GO - 00 0 I o Z MOD 25 SH MOD 25 SH a Z F.FL. T.O.M. I TEXTURED FI ISH it F.FL. ..I I 1 19 % Mill J 1:1 El D Ll UNIT-C 1624 UNIT-C 1624 ►_l WATER TABLE DETAIL SCALE: 1/2"=V-0" %_e_,_a. T.O.P. — --- HDR L 0� O O 50 MOD 25 SH N F.FL -- —---------- CLG.HGT 10011 IMIM ILE DOR UNIT -A 1532 FRONT ELEVATION - STANDARD (STD SCALE: 3/16" = V-0" 12 — 14.0 FIBERGLASS SHINGLES ----- HDR O 60 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH -- -- -- -- — _ T.O.M I I TEXTURED TEX URED FI ISH FINI H i� L L L I I I I I ---- —— — — — — — — — — — — — — — — — — — — ---------- --— — — — — — — — — ---------------- —I. — — — — — — -----r-------------- — ----- F.FL 6068 SGD UNIT -A 1532 6068 SGD UNIT-C 1624 6068 SGD UNIT-C 1624 6068 SGD UNIT-C 1624 6068 SGD UNIT-C 1624 6068 SGD UNIT -A 1532 REAR ELEVATION, - STANDARD (STD SCALE: 3/16" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Cxterlor uovering 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 claybrick stone or tile. If the plaster surface is p 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 M ' o csa d -o � mc�cMv X N U a: _- 3 CD W Cn -� E n M CV O CV 0 ALE Ws,CO �+ U,,�ZGENs�•�cS��''i y NO FE 75 w • • O 3SPATE ©' l To the best of the Engineer's knowledge, information and belief, the structual P plans and specifications I 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. Wd Q E US C-4 O N c,0 N N O W 0 7 O N # N Q (n t` u_ W �Mv 32 w ° a c _J L L C tL Y (5 JLL Z 3: W � o 0 W 0) aJm cc ��J0W Z COZ U N Z N N ❑o❑ Z W N ch O O E3 V M .o Ua O N u.a o Ly N c� LU J — — E s () 'o us ci- U) m ® 0 4m ti co M o w z z a LJ_ c E �o �i 'zo a � E o V oLL wz Z© ❑n CU f— rO CL x g o U O E a o t O r Z h coo �J CJ z U mo 0 m J �m Qw o< Z Jo CO T O LL a t/1 W �W W Na 1 03 c .2 s— > 00 N m N � m � CTfl 00 M L r— LO r � M 00 r VJ m r Q LO Q N L-) 1 N r M o O z Z E n. U J JOB NO: 23-13137-13142 SCALE : AS NOTED SHEET NO. 7.1 1 —2 -�4.0 FIBERGLASS SHINGLES �T — �. T.O.M. ------------------------------ B ------- ----------- B ------------- I ---------------- TEXTURED 13 SH FINISH 13 SH _-------- — 16"BAND T.O.M. ---- HDR. � -------------------- -- a TEXTURED O FINISH o EO r 00 �r - - - - - 35 SH 25 SH 25 SH - - - - - - - - - - - - - - - - - - o l O _ 0 ib 2n CLC A co 60 LEFT ELEVATION - STANDARD (STD SCALE: 3/16" = V-0" RIGHT ELEVATION - STANDARD (STD SCALE: 3/16" = V-0" ---- HDR. 0 o bo iD — — — — _ 2nd F.FL. — — — — _ CLG. HGT. T.O.M. AT GAR. — 8" FRIEZE BAND v ib iT 00 O — F.FL. 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. I 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. I Coastal Flashinas 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. ;7*10111s�tz,W1 eh N G� N C® � d � � w " o N Q m X N `..�-p L N .Cf O R e-. � 3 u v N A� c E d 0 o- u a M N O N v N 0 ��.,�� EFvgE•1+,,�`e • y � ••� . hio PE7 50 � * P N �� •• STATE OF a Al * , 0 E ars 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. W E a o3 N ti N O' C7 _ J 0 °' W N LL LL (A to ti w a Q M 1 3 w a UJ m LL o z c� Z ZJ rn o L @ 'It p 0 Y o— = 0 m I..(r J m ILN M Z U H 06 ❑❑❑ Z W V M � N O o W QNQ O Q Q N 0 N LU O L�u o to N U W J t-- — E r 8 r z� r W W s ¢ m �m o w m C. >z UL z z Q � Ea ca- ® E u zo oLL Lu >M Q� z® �cu _� o E 0 �a oa c �o o ww �J cn zz p U mo F 2: Zm ¢W oa Z ao cn y LL a� Z mw p m <o ozs xF o wa �0 .o M a F o r > 00 N I— (u T— 00 L CID r t\ LIf7 � r r r C M OO r VJ m r CN Q L-) QTQ o 0 N t M N co o o z Z E T r m c a 0 � Q 0 C � JOB NO : 23-13137-13142 SCALE : AS NOTED SHEET NO. 7.2 v C 1- N r� i N _ h- v o- cn 0 Q w I J M I t� :2 I2 r7 c1 N I IM 1.0 F- Cn 0 Q t` I P� O J M I M / M N DD O L O Q- C/� O Q v� c O Q ro 0 0 a F- O _ v c c J / n: 0 L> U 9 0 rh N 0 N 0 v 0 0 t� cV 0 N 0 v 0 IV w 0 Q z w Q Q m v N NON -VENTED SOFFIT SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE BLOCKING @ EAVE IN= 4:12 ICH 4'-0" I. 4'-0" I. 11 4'-0" I. 4'-0" 1, 1. 4'-0" 1. 4'-0" 11 I. 4'-0" I. 4'-0" I. I. 4'-0" I. 4'-0" NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT 1i SEE DETAIL 55/D-1 FOR 1 SEE DETAIL 55/D-1 FOR 1 SEE DETAIL 55/D-1 FOR 1 SEE DETAIL 55ID-1 FOR 1 P INFORMATION ON FIRE INFORMATION ON FIRE INFORMATION ON FIRE INFORMATION ON FIRE BLOCKING @ EAVE - BLOCKING @ EAVE I I BLOCKING @ EAVE I YI BLOCKING @ EAVE I 2 V/2 or 2 2 2 N= N= N= N= F_ NON -VENTED SOFFIT SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE BLOCKING @ EAVE N =/4:12� C-4 _ N = a � PW01 PW01 PW01 PW01 PW01 D1 D1 D1 D1 Di 000 N = T = T = C'V _ vF- �H �H �r a E-L a a 0or FIRE RESISTANT OF FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT PLYWOOD LOCATION. PLYWOOD LOCATION. PLYWOOD LOCATION. PLYWOOD LOCATION. DO NOT BREACH DO NOT BREACH 00 DO NOT BREACH DO NOT BREACH I I � o se z 0 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4 OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFFRIDGE VENT o 4:12 00, 4:12 � P� ITCH _ = PITCH T CN z 12 4.12 cc PITCH I PITCH _ 4:12 I rCH 1 4:12 IH 1 FIRE RESISTANT PLYWOOD LOCATION. DO NOT BREACH NON -VENTED SOFFIT :12 4:12 _ PITCH"- - - SEE DETAIL 55/0-1 FOR 2 INFORMATION ON FIRE BLOCKING @ EAVE NON -VENTED SOFFIT NON -VENTED SOFFIT ' 4:12 PH 1 2 SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE BLOCKING @ EAVE FIRE RESISTANT PLYWOOD LOCATION. DO NOT BREACH NON -VENTED SOFFIT NON -VENTED SOFFIT 4:12N Q,"C 4:12 I PITCH 1 2 SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE BLOCKING @ EAVE 4:12 .. PITCH WXA 4:12 OF or 1 =PITCH r � I FIRE RESISTANT PLYWOOD LOCATION. 2 DO NOT BREACH NON -VENTED SOFFIT NON -VENTED SOFFIT J LNON-VENTED SOFFIT PROFILE OF ROOF TRUSS BEYOND s - ROOF SHEATHING TYP. 7 7 -=_-_ 2x6 SUB -FASCIA EXTEND THE (2) LAYERS f - OF 1" THICK USG GYP. WALLBD. LINER PANELS OF 2-HR. WALL INTO SOFFIT AREA 2 Hour Fire Resistant Soffit - SCALE: 3/4"=1'-0" E Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (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% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured_ vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SO. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) I FIRE CAULK EDGES - AT EACH SIDE " DBL. 1x PT NAILER 1/2" GYP. WB. 1 Hour Separation Wall SCALE: 3/4"=1'-0" *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Vent Amt (No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) Off -Ridge Amt. Req.) Total Ventilation ATTIC Provided by SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of Upper Ventilators SQ. IN. of ventilation of vented IN, of of vented ventilation to be provided SQ. IN. of SQ. IN. of (See Elev) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 0.0 2.0 Floor 901 865 124 432 31 216 276.0 (Zone 1) 0.0 276.0 Main Floor 1010 970 139 485 35 242 0.0 2.0 276.0 (Zone 2) 0.0 276.0 Upper Floor 1008 968 138 484 35 242 0.0 2.0 276.0 (Zone 3) 0.0 276.0 Upper Floor 0.0 0.0 (Zone 4) 110 106 15 53 4 26 0.0 0.0 0.0 Upper Floor 108 104 15 52 4 26 0.0 0.0 0.0 (Zone 5) 0.0 0.0 Upper Floor 0.0 0.0 62 60 9 30 2 15 0.0 (Zone 5) 0.0 0.0 *"NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. Design No. U905 April .09, 2018 Bearing Wall Rating-2HIL. Nanliearip9.Wall Rating - 2 HR rhk deli n w s valuate usin a g a s d sload deai n method ether thathe Limit states -Design Method Ca.,WorkilnaStra"Dosiero Method).. for juried➢etrans empkying the Limit Stados.oesign Method, such as Canada, a load restriction }actor shall Na used - sea Guide. BXUV er BXo V7 * indicatassuch productsshall bearthe UL ar cifl. Cariffieation Mark for ju risdictlorrs employing the UL or CUL Certification (such as Clarinda), respectivaly. �- u' • � 17 c - -' 4 - `�?, I � � .I Ut'I I � � 17 7.5`8" MIN. I t� I•'l�'Iajtip(VJ.n 4 .1 ' f$ NOf«Ont(ik cuECilCtff 1. Concrete Slot, 9- - Various designs, Classification D-2 (2,hr). See CAncreta Broths category for list of eligible manufacturers. 2. Mortar - Blocks laid In full bed of mortar, nom. 3/e In. thick, of not less than 2 1/4. andnot more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated Ilme (by cement volume). Vertical joints staggered. 3. Portia nd Cement Stucco or Gypsum Plaster - Add 112 hr to classification if used. where combustible members are framed In wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hi. Attached to concrete blocks (Item 1). 4, Loose Masonry Fill - If all core spaces are filled v:ith .loose dry expanded slag, expanded day - shale (Rotary Win Process), water repellant vermiculite masonry fill insulation, or silicone treated pedrte louse fill insulation add 2 hrto dassiFication. 5. Foa med Plastic* - :(Optional -Not Shown) - 1-1/2 in. thick max, 4 ft wide sheathing. attached to concrete blocks (Item 1), ATLAS ROOFING CORP -. "EnergySS eld Pro wall Insulation "EnergyShield Pro 2 Wall Insulation", EnergyShleld. CGF pro and Energy5hleld Ply Pro CARLISLE COATINGS & WATERPROOFING INC -Type R2+ SHEATHE. FIRESTONE BUILDING: PRODUCTSCOL L C - "Enverge " CI Foil Exterior Wall Insulation" and "Enverge " CI Glass Exterior Wall Insulation" HUNTER PANELS - Types Xci{lass A, Xci 286 RMAX OPERATING L LC - "TSX-8500",."TSX-8510", "Thermas heath-XP", "ECOMAXW, "Thermasheath-3", "Durasheath-3" THE DOW CHEMICAL CO -Types Thermax Sheathing, Thermax Light Duty Insulation. Thermax Heavy out,,, Insulation, Thermax Metal Building Boa rd. Thermax White. FinishInsulation, Thermax ci Exterior Insulation, Thermax XARMOR'ci Exterior Insulation. Thermax IH Insulation, Thermax Pius Liner Panel. Thermax Heavy Duty Plus (HDP) and TUFF-R"' cl Insulation 5A. Building Unite -As an altemate to Items 5. min 1-in thick polyisocyanurate composite foamed plastic insulation boards, mom 48 by 48 or 96: in RMAX OPERATING L L C-"Thermasheath-SI", "ECOBASEti", "Thermaease-GI" * Indicates such products shall bear the UL or Will. Certification Mark for jurisdictions employing the UL or eUL Certification (such as Canada), respectively, Last U to on 2018.04-09 ass ERkmammm GA FILE NO. ASW 0810 PROPRIETARY` 2 HOUR 65 to 69 STC FIRE SOUND GYPSUM PANEL PRODUCTS, STEEL H STUDS Two layers 1" x 24".proprietary type X gypsurn panels Inserted between floor and 1 cefEng'eunners with steel H stud betwoian adjacent pairs of gypsum' panels, (NLIB) y A 314" minimum air space must be maintained between steel components and ------ adjacent framing (as indicated by dashed lines in sketch). As an alternate to an air space, the steel components are covered with 6" wide battens of 112" PROVIDE 2x BLOCKING W/ (2) 12d hype X gypsum Wallboard or full sheets of 1/2" type X gypsum wallboard screw attached to the steel components, r r' NAILS EA. END BETWEEN Sound tested with 2 x 4 stud wall faced with 1/2" regular , TRUSSES g gypsum wallboard each side of assembly and 3-1 /2" glass fiber in stud space on both sides, r 1 j 4'-0" FROM SEPARATION WALL. (Height limitation 68 feet. SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PROPRIETARY GYPSUM PANEL PRODUCT Thickness: 3-1/2" (Fire) PLYWOOD. BLOCK MUST BE 11-3/4"(Sound) "PITCH CUT" SEE ELEVATIONS Georgia-Pacific Gypsum LLC...... ........- 1" DensGlasw Shaftliner ( ) Approx. Weight: 9:5 pair TO PROVIDE AS MUCH CONTACT riireTest WH1495.1290, 11.15.94; AS POSSIBLE TO UNDER SIDE ITS Design GPNVAI2D-04; OF ROOF DECK. ALL JOINTS WHI495-1295, 3.1595; AROUND BLOCKING MUST BE WHI4960743&0744, CAULKED WITH APPROVED FIRE 1-28 & 30-86; CAULKING. ITS 3160814e0c1-002, &-30-08; UL R2717, 04NK03115, 8 18-04, UL Design U373 SEE PLAN Sound Test- RALTLI0-291,8-31-10 TOP OF PLATE TYPE "So' MORTAR (TYP.) 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION ROOF PLAN - STANDARD (STD N O CV ca 0 at a w o ® C2-c� o Z t0 V N m aL � N N -g N G7 J N � as CUCU, CIL C= " ' ttt :. d c = E !� o [y c) M 0 N v N 0 ttt,'iY96398i!//JI s trio PE78750 •� cc • STAI OF r ;�. d fl• t J°'=ar+ajjaeatt To the best of the 9 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 Epp CS C,4 Q O N U N V O .5 u7 00 N LL LL W rn ti l- a U. w N _cN. w a a JLLLL aU)z �o :�;.rn 0Y 0 Z L @ Os- S O �: 7@ N O m Q z u, ILW��pjO' Z U) N Z G O z:'n co N V to F- tQ O ❑❑❑ Z W N M o g 10 ¢N Z o Q � J � to M WV) °o (.i o U- -, c/a t V W C Um O^ LU p L• I �y N v , ZD 0 � c L'i m - J E col C) o m U ° ®O Q 0 N Cn ow w M M Z F 0 Sz Z q 2 U_ cn- p I✓ V zffi o u j zg z o Oa o E co to�, a a zwz oQ o c � a q 0 o� m 0 °F m m ¢w <-W o� -ZZ Z go t/D ao w z w m oLL �- r� M V O f- 2Q U2i c r a) >cc ui C �- 0 r W w CV L_ C r � T r r �_cYi Cr CIS 80 r V J m r r 0*4 � Q LO 00 o �- 04 Lin Cif ,-- E CV 3 M ii o a Z z E T r `m m a E v` U ¢ p JOB NO : 23-13137-13142 SCALE: AS NOTED SHEET NO. 8.1 -v N I N M v _ v- cra 0 w r; i J t2 I t` I2 M 1 r7 N / d- N I M i— v v- O r I r7 n 0 J dN- n i2 i A M N cO t— 15 v- Q / O N N / a E v E 0 S `v c c J c 0 U J r7 r� 0 cV N 0 a� 0 0 0 a N 0 N 0 0 0 t14 Uj 4 Q m -v a� v SYMMETRICAL LOW ROOF / FLOOR FRAMING PLAN - STANDARD (STD) 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 (1) PLY 1450 (2) PLY 7 -10d x 1 1/2" 6- 16d x 3 1/2" HTA20 1870 1730 9 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PL 10 -10d x 1 1/2" 14-16d x31/2" (2)HTA20 2430 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1730 9 - 1 Od x 1 1/2" C H2.5A 700 615 10 - 8d x 2 1/2" RT7A 630 510 10 - 8d x 1 1 /2" D H3 400 365 8 - 8d x 2 1/2" RT3 345 305 8 - 8d x 1 1/2" E META20 1450 8 - 10d x 1 1/2" HTA20-18 1625 1495 9 - 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 1025 900 9 - 10d x 1 1/2% 8-1 Od H FGTR 4725 3400 w/(1 )114"xTSDSWOODS REWSAND (2)1/2" x 57ITEN HD ANCHOR BOLTS RFUS 7100 (12)WS3WOOD SCREWS (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 1 Odx1-1/2" HTT45 5795 5/8" ANCH. /(26) 1 Od x2-1/2 K HD3B * 3130 3050 5/8"ANCH./ (2) 5/8" STUD BOLTS TDX2-TZ 3295 --- 5/8" ANCH.I (2) 5/8" STUD BOLTS L VGT R/L 2225 1600 (16) 1l4"xT SDS WOOD SCREWS & HDU4-SDS2.5 w/ (10)1/4"x2-1/2" SDS WOOD SCREWS & (1) 5/8" ATR --- --- M VGT - F 4940 3555 - --- N LUS26 1165/1150 ** 865/785 ** 8 - 10d x 3" JUS26 1050/1080** 840/950** (8) - 10d x 3" P HUS26 1320/3280 ** 1150/2780 ** 20 - 16d x 3 1/2" HUS26 2045/3400 1640/2990** (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1480/3520 ** 30 -16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 850 14 - 1Od x 1 1/2" MTW12 965 810 14-1Od x 1-1/2" S VGT - M* 4940 3555 (16)1/4"0" S S WO D R WS & (1) 5/8" ATR EPDXIED w/ SIMPSON SET & 12" MIN EMBEDMENT T (2) LGT3 6570-M 6960-F 4730-M 5010-F & (8) 30x5" TITEN HD (2 PLY) or 52 16d SINKERS FRAME U MGT -M* 3965 3330 (22)10d x 3" w/ (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4240 3730 (28) 1 Od x 3" (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY W MGT -F^ V (2) LGT2 4060-M 4080 F 3500-M 3510-F �2 PLY) or (60)ASINKERS &(14)TITENTURBO 10d x 3-if4' SINKERS @ FRAME LUGT2 3310-M 4040-F 2920-M 3560,E SCREW-BO SCRIT (or (64)10d xx 3" @ FRAME "X" HTS 20 1415 1215 (16)-1 Od x 1 1/2" HTW20 1355 1140 24-1Od x 1 1/2" SP1 555 535 10 - 1 Od x 3" SPT22 735 8 - 10d x 3" SP2 1010 605 12 - 10d x 3" SPT24 1090 12 - 1 Od x 3" HCP2 590 510 12-1 Od x 1 1/2" 1 HHCP2 680 595 1 (20)1Od x 1-1/2" * MINIMUM 3" MEMBER * REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 03-14-22 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (6) 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 w/ (2) -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD (A) CARRIER TRUSS 2x CONT. SCAB SO, PINE w/ 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. 1 O SPLICING To BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER FX CONT LEDGER (A) 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) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQFEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft 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 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: %s' EXP. 1 (24/6) or 1%32' EXP. 1 (1316) TILE: 1%32" EXP. 1 (3316) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" 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] N Ca , Cy �u ® c.Rt N m y o � Q"�edY °' as a� w .aa u' m C= c E C'M 0 N N 0 a a,LE k0 %NN • No PE 7 �• 3 STATE OF •r,,e >d •�®� 4;3/ 0 t tl �7 A Vq 14111 i 111101 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 o O N U N N 0 m 4k J Y C,00 NO L-, 4 w 0_ J U u_ z O z c 0 L @b� �'Y'S O N IJ- Q W iA��O' ¢ - Z Z w LLz M N z U 0 - U ❑I❑ Z W 0 N o m o cC V E3 - - N o W L a•—r — LU m - m V O w o N I t/1 t�tlG 0 PS.i J M _ E o9 ""•. son co0 a M J N O z ZZ < LL E cd zo - o z N Q 0 E 6J ow wz z0 oa co 4- @ a= wz 10 o E �¢ ao U o< �o z L ¢o� �J ,312 > = Y m 01 �z o� go C C)w< ii¢ �& az �w ?K m o w5 �o a o c o r E >00CU T 1 ci rn N (� 00 L M � co =) r r r � M 00 r U) m r _ p LO +—+ M L0 Q 04 L-) W 04 M CD 0 z Z § E T- r m a E U _j Q o c JOB NO: 23-13137-13142 SCALE: AS NOTED SHEET NO. 9.1 It 54'-4" 18'-4" 18'-0" 18'-0" JUNIT-A 1532 � UNIT -C 1624 JUNIT-C 1624 SYMMETRICAL NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT 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 (1) PLY 1450 (2) PLY 7 -10d x 1 1/2" 6- 16d x 3 1/2" HTA20 1870 1730 9 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PL 10 -10d x 1 1/2" 14- 16d x 3 1/2" (2)HTA20 2430 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1730 9 - 10d x 1 1/2" C H2.5A 700 615 10 - 8d x 2 1/2" RT7A 630 510 10 - 8d x 1 1/2" D H3 400 365 8 - 8d x 2 1/2" RT3 345 305 8 - 8d x 1 1/2" E META20 1450 8 - 10d x 1 1/2" HTA20-18 1625 1495 9 - 10d x 1 1/2" F HHETA20 2120 10 -1 Od x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -1 Od x 1 1/2" RT16A 1025 900 9 - 1 Od x 1 1/2"& 8-1 Od H FGTR 4725 3400 w/ (18)1/4" x T SDS WOOD SCREWS AND (2)112" x 5" TITEN HD ANCHOR BOLTS RFUS 7100 (12) WS3 WOOD SCREWS & (4) 314" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT45 5795 5/8" ANCH. /(26)10d x2.1/2 K HD3B * 3130 3050 5/8" ANCH./ (2) 5/8" STUD BOLTS TDX2-TZ 3295 --- 5/8" ANCH./ (2) 5/8" STUD BOL L VGT R/L 2225 1600 (16)114"x3" SDS WOOD SCREWS & HDU4-SDS2.5 w/ (10)1/4"x2-1/2" SIDS WOOD SCREWS & (1) 5/8" ATR --- --- M VGT - F 4940 3555 --- N LUS26 1165/1150 ** 865/785 ** 8 - 10d x 3" JUS26 1050/1080** 840/950** (8) - 10d x 3" P HUS26 1320/3280 ** 1150/2780 ** 20 -16d x 3 1/2" HUS26 2045/3400 1640/2990** (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1480/3520 ** 30 -16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 850 14 -1Od x 1 1/2" MTW12 965 810 14-10d x 1-1/2" S VGT - M* 4940 3555 /4"x " SDS W00 SCREWS & (1) 5/8" ATR EPDXIED w/ SIMPSON T (2) LGT3 6570-M 6960-F 4730-M 5010-F & (8) 3/8"xY TITEN HD (2 PLY) or 52 16d SINKERS 0 FRAME U MGT -M* 3965 3330 (22)1Old x 3" w/ (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4240 3730 (28)1Old x Y (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY J W MGT -F^ V (2) LGT2 4060-M 4080-F 3500-M 3510-F TITEN TURBOEW-BO �22pL LUGT2 3310-M 4040-F 2920-M 3560-F (or0(64)10d d-- (60)100R114&SINKERS @ FRAME SCR14) T xx 3" @ FRAME "X" HTS 20 1415 1215 (16)-10d x 1 1/2" HTW20 1355 1140 24-1Od x 1 1/2" SP1 555 535 10 - 10d x 3" SPT22 735 8 - 10d x 3" SP2 1010 605 12 - 10d x 3" SPT24 1090 12 - 10d x 3" HCP2 590 510 12-1 Od x 1 1/2" 1 HHCP2 680 595 (20)1Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 03-14-22 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (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 w/ (2) - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD (A) CARRIER TRUSS 2x CONT. SCAB SO. PINE w/ 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 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYR AT INTERIOR BEARING U.N.O. _31— (A) OR 2 PLY :ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS RSH IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND 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) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft a 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 r O 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 j ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: Q Q SHINGLE:%s' EXP. 1 (24/16) or 1%2' EXP. 1 (32/js) TILE: 1%2" EXP. 1 (33116) 2r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS " 3r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32', SHEATHING SHALL BE FASTENED ") WITH ASTM F1667 RSRS-03 10d (21/2" x 0.131 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. ROOF FRAMING PLAN - STANDARD (STD SCALE: %4'=1'-0" CCA 09/24/2020 a+7 __ c`t 0 tV c ® >. -o Z o' "' � Q o ,. _LZ� v_i m y n 2 a) a, c E _A CM 0 N N 0 �P9eLE�� v� �G E Ni y •,�3'S sri •' No PE7 75 .> • LU i 5-rA'rt OF :'err: 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 Engineers signature and seal. fA E SO N a � M��� C-, C 5 LL W rn I- r- ° u. uj w IYJ CN) CD a. a ai w a LL LL d U z o I C103z 3 0 Z c mv_ o � ❑ O � . J Q j�C6N0 m � Q Z LL W co Z " MZ°��� z N O d ❑❑❑ Z W N c� 0 0 CO � o Q 0- N U) N Z v 0 a O Lu $ N � �N� N � t11116 c� cc, J '0 c, o IK <U)� N O o z w G"> p Z Q (vE oo<� zo E p V wz Za oa F— to _CLQ 0 XV o O �V O Q coo o wz wZ C"D O Q o o . m o O F m wm QW FMZ o� Jo U5 m o� f a F < o <Q 9 0 �o � zl< a o c •° T >o T m N I- 0 CTfl 00 1 L Co r L I") 1 T � M 00 t— V) m r 1— O LO M L0 00 04 1 N Lj-) Cfl Q �-- ca N M M�j o d Z Z E T r m ECU c ELU J Q Q —1 JOB NO: 23-13137-13142 SCALE : AS NOTED SHEET NO. 10.1 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 FF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET 1 SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® 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 O EXHAUST FAN ;Qr EXHAUST FAN/LIGHT COMBINATION ® D ELECTRIC DOOR OPERATOR (OPTIONAL) C11 CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) 1-0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �M ELECTRIC METER mpg ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I j I HANSON BOX I 3" VTR AIL I I I I I OPT. LAV LAV I I ---- — I I u W/C LAV J I 3" SHOWER O DISCONNECT L TUB/ ti W/C SHOWER �\ M. 3 �naF FLR OUTDOOR LIVING STUVENDOR DBL SINK \ C.O. INSTALL LIGHT �\��> W/DISP. ROUGH -IN 2" FOR OPT. <�/ LAV W/3„ 3, FAN/LIGHTI �' CFI 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 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33659 1st 1 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 NEMAt 200 AMP ETER MA N 1 �0-200 AM P I IT /—Serial Cable NEMA 3R Power Co. Feed �� IJ I- #4 Solid COPPER Ground I� Intersystem Bonding Termination Per NEC 17, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. 0 '1 QDGFI ----- --- DINING KITCHEN 1 SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM >ROUGH -IN\ f FOR OPT. FAN/LIGHT r� , I I I � I I� I I I C.M 1 UPSTAIRS C -- !, I • ■ . FOYER G - \ GFI \ @ 44" W.H. �- A.F.F. \ 0 I � 1 ENtRY I WPDB I GARAG E LIGHT AS U GFI I I PER SPECS DB&GFI TO 1 - _ BE ALIGNED GARAGE VERTICALLY LIGHT AS --- NPER SPECS - GARAGE \-& DOOR _ GFI I -- I r----------------- I W 1 bZ I \ 20Iz >- NU I I W Ird W j�m Dw I COACH LIGHTS OR PREWIRE AS PER SPECS 1ST ELECTRICAL — UNIT —A 1532 SCALE: Y"=1'-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: Y4"=1'-0" H c, a'w O C-2 CL CC G M C' N �.co x H �.L Z t ®ID C C14 Cc 3=:'yaC y a a, rO 3 3to m dr .o d = c an Ct a o � o O CI), O N 0 ��..LE 01 .. pp CO ' f No P 837 %& �}�•• STATE OF .ft °r <\ °' • R �`• 0 00 PBl9►�l 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 Q E cj O M y N 3 ci N O m S� -'0 N #"LL fq u d a Q ce)04UJ V J Li rL Y 0 CoLL t9 —drn00 r � coLo m Lu Q O��m d 0 Z Z W LL IL W N cM Z U G H 0 O U ❑El❑ Z W (D N Q o S eD � o Q� J to N M z (D v o a-J 0 �N w o U W J r— — E S w N Pypy in Q 0 0 N o Cl> M y o w Z Q E fl O zo �o " >� <� z© t- M Q E U U Oa F 00 Q 0 0 `� Qo < ww cQ �' <z 0< O V m o 0& Z m J Nm 10- F > `gn 8< Z �o c Z o �w = >° v ol¢ a 0 3 o T > o6 m N CD Co i— (1) 00 C.r L Co r\ T_ T r 6r0 Co ,�-- p Ln 00 0O04 O O Cfl r E M M N o o Z Z E f— N T M @ E c JOB NO: 23-13137-13142 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 FFF DUPLEX OUTLET ABOVE COUNTER �w.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET L SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET 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 n RECESSED LIGHT FIXTURE �J P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN 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) TELEVISION (OPTIONAL) FTV]2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER _!Q ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I J� I I I I I I i LAV -T--- 3" VTR AIL I I I I I I I I OPT. LAV LAi V ,-� U W/C SHOWER PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER 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% 10000 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 NEMA 1 200 AMP ETER MAN IT 1 0-200 A PSerial Cable 3R Power Co. Feed #4 Solid COPPER Ground Intersystem Bonding Termination Per NEC 17, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. DB & GFI TO BE ALIGNED VERTICALLY ------------------------- OUTDOOR LIVING INSTALL LIGHT n �� J„ f✓� ROUGH -IN FOR OPT. `✓�� FAN/LIGHT GFI i At. 0 0 Q) (U)GFI DINING I KITCHEN I -- ---- — -- -- — — — G—I GFI — — — SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM <,\ /,,>ROUGH -IN\ FOR OPT. CH ✓�fi��FAN/LIGHT' I I � / NTRY I GHT AS 0 ER SPECS I I r I I � w rK I GEL - _1 C.M j UPSTAIRS r .F. , ` 0 I GARAG E I I 1 GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI --------------- I I I I J Ip z I 10 I 10Q I I� U I I> - I L U I I Icr J COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL — UNIT—C 1624 SCALE: Ya"=1'-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. F_ 2ND ELECTRICAL — UNIT—C 1624 SCALE: Y4"=1'-0" Col -o .-- d �LW !o W N �tia �ccaca 'Esc 9 � T N A � � o a v 0 N d- N 0 l.Rai�a&;33l�d�B e� rLE tVk Q� ��JE•r1is��''��B'� PE78 50 •Cr No p '• STATE OF .'�4u 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. to W v EE S 04 Q p co N m 04� O 0 c?N " u;w !» M C) ° L w a a JLLu. z Z O Z 10� v o Mao m � Q ¢ z W 00 C5Cg w Z N M Z U O F L o o00 Z - W O � z z o Q� V) z 4 O,L, 0 7' C) i z�1 E BigW J Uri C) usm w I 14 ti o w cl> 0 3 z � iz E p v o z �q Zo oa F— r6 O E3 oo O �¢ W L wg ww = (10<o c =r m� m J ¢� �Z � Z Uj �� a 1w y m o <o =F o d QQ 5 ;o as 8 c o T > 00 N0 crfl 00 L CO r � T r r `_ Cr M 00 r- M r p L0 M L0 O (:Y� N LO CU T ai w N o o Z Z E T r m c a E v w U _j Q p c JOB NO: 23-13137-13142 SCALE: AS NOTED SHEET NO. 11.2 1 PROVIDE A MIN. 12" VERTICAL - SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES OUTDOOR LIVING OUTDOOR LIVING no OUTDOOR LIVING 10110 — — — — — — — — — — — — — — — — — — — — — — — — — -M ®O -------------------------- OUTDOOR LIVING I i Fxv I I I 1 i 0 DINING DINING KITCHEN �O O;bi KITCHEN 1 I I i I 1 I F---� i i F---I L --- oa �---� L---� ML I I M R 0 OUTDOOR LIVING OUTDOOR LIVING t I 1 I I I I I I 0 DINING DINING KITCHEN , 10 a , KITCHEN I I I I I oa r---� L--- i DEll I------------- L --- J METER BANK (SEE ELEC. RISER >011 >04 to<_to( _ _ _ _ _ _ _ _ _ _ _ DIAGRAM SHOWN ON - - - -to< 1KX DO( UNIT ELECT. PLAN) - - - - - - - - -- -- - -- - Vx i ----- ----- ------ ------ ------ ----- IV 1 io ((� 0 11 1 //� I I l \\ ( i� ii% \ ENTRY UNIT-C 1 1624 UA --------------- I I I I I I I I I I I I I I I I I I I I I I I UNIT -A 1532 1)04 ->01 "� _ �.► >01 >Of V/ )01 -1-CAR- GARAG E -'1=E -GAE ENTRY— . _ NTRY -- _ ENTRY UItHT-Q 1624 — — _ _ I I I I 1 i I I I 1 I I I I I I I I I I I I I I I I I 1 I I I I I i I I I O W.H. H.W O 1-CAR GARAGE UNIT-C -- -1624 r---------------- I I I i I i I I I I I I I I I I I I I I I I I I 1-CAR GARAGE UNIT -A 1532 �=� =------------- I I I I i I I I I I I I I I i I I I I I I I DINING ELECTRICAL SERVICE PLAN SCALE: Y4"=l'-0" bra N O N C� 0 > FsZ sS,,ae v K LC f!1 ... CL ' A L N 1z -Z N �O 3 3 a i ,C CD c E , io 0 rL u L 0 M O N N O E.vvk,f�,s, 01�� aaa • • ra0 F 7 ' a p•• STATE ., OF Qj ® r~ w rat ' � ci _ • `1 \ eeA1� To the best of the Engi AeP edge, 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 O N 8 N �Q V 0 � 5n) u N N 0 cnLL w ' 4 �mv�w°'aw a�z z Z �LL Zoo O V O� t N 0 W =3 CC 02oo ¢ 00 Z IL IL w to M Z U N N F=- 00 ❑❑❑ Z W coCD r � N M O 0 Q(0 :? n Q P1 V I ^ v ) N M 0 LL. 4- C�3 p U OI^ W V III CLI N r V W J — 8 +� t �+ { p Si Y oo N O e cW M z ¢ z .A dW LL E CX3 CD-p E= CJ ZO O� z } N z o z0 ❑ a FC', CL oo O p Q 0 OJ F w o W W co ro ¢o m0 m� �o F F- Qw z z � o� go U5 O �¢ dz m oz =� o w E E28) ao d' Z�4 o- U'S c o r 00 T I ai 12 ^ N0 Cry 00 N Cn L CID r t� T r M 50 T l / m I� 1� �— O L0 +� M 117 O 04 LC� CCfl qt r 6 coCU N o o Z Z E T7 m c c d U -3 a 4: Q p c J JOB NO: 23-13137-13142 SCALE: AS NOTED SHEET NO. 12 NMI on MMI .� . 6,.: ff va° Iv O. O. O O O O O D 8RF14-1B/1T8RF14-0B/1T 8F16-16/1T © V 9 o 81=20-013/1T 9 O O v o O 8F16-0B/1T OO 81=20-16/1T < �11T=< O<AV�A TYPE DESIGNATION #5 REBAR AT TOP F = FILLED WITH MIN. (1) REQ'D GROUT / U = UNFILLED 1/2" a R = RECESSED CLEAR QTY. OF #5 0 REBAR @ BOTTOM OF LINTEL CAVITY a .M.U. Qw °° ° 6F16— B/1 T a o �° z ° ° o GROUT tNOMINAL.L QUANTITY OF#5 WIDTH REBAR AT a BOTTOM OF TOP LINTEL CAVITY NOMINAL 4 BOTTOM REINFORCING HEIGHT IN LINTEL PROVIDE8"ACTUAL (VAR ES)D 8" NOMINAL WIDTH MATERIALS fc precast lintels = 3500 psi. Ec prestressed lintels = 6000 psi. §routed per ASTM C476 fg = 3000 psi w/ Maximum 3/8" aggregate and 8" to 11" slump. Concrete masonry units (CMU) 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. - 91ortar 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 U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.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 G 1 Safe vertical load Safe horizontal load .0 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D <`; 1-1/2" CLEAR Lu __ Lu w co cU u~i C.M.U. n00 to p m V) 2 W W r j Ln d K [rwQN owrn� 15 REBAR AT BOTTOM � < 0 �<0Ir 0 �l MIN. (1) REQ'D 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 — : o•o 8RF6-CB/1T o, O O O 8F20-1 B-2T 8F24o113/11T 8FF24-0B/10T :90 CO F — — — — — LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE 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 IA 2ND FLOOR LINTEL PLAN SCALE: 3/ 16"=1'-0" A SYMMETRICAL EO O EOMIN. MIN. MIN. MIN, MIN. MIN. 1ST FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" SYMMETRICAL I a_ I a ® a" v cc L.7 C14 �LL-� cc Q N Y E s CD <t 3 � � .. U tli =dam® ? CL- •� A C f0 V i 2 , N O N N 0 a3eFs9f�,�8� L �q 0111- ss �"� N O �GENSF'•.u�do Ad d 'N0 F PLU y 5 STATE OF+ S5 �0 jQ N PO 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. UN W Q F O M 8 p v v r V oro c �° N & M" Or 3 w o_ a J LL w ,n V � Q Z `0 r v 0 0 . O 5 0 'FU m W 7 N V) J Q oar `- af m pjO1<�w W Z IM N M Z O N CQJ O U ❑E I Z W N Q o J tJ1 M z � o -1 LL1 N Q m U 0 t) LL, o 0:: uss (� t— fJ 6 itc J 80 r— — E 0 I zl�•. / y J0 VLv M x Q 0 ®® r_ a c J= w J N �9 Z Q � LL (O E zo o0 >ry C- O E U Fz Z oa I to o E go x V a¢ n6 O °¢ N ¢ zp w w o S U 0 mco 0, m i m Q Q W z Z Z ao V> 25 wLL z rnw a O m 0 a0 _ o z wF z� 0� �o M V O d ti O- ¢ o C t` > 00 N C� 00 CV L T T T i r C U M 60 Z� �/� V) m T 1� CN O LO 0 N LO c.6 r ill M w M N iri o o Z z E r— E ; r m M a 0 0 -J a o � JOB NO: 23-13137-13142 SCALE : AS NOTED SHEET NO. L 1 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 ± 21NCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2INCHES (38 MM) IN 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 TRI1-14, 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 6/TMS 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 ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 21.2. UNIT WEIGHT OF REIN FORCED 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 L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4. 1, REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615I A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1 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-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 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 II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED WI 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 USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4. 4. 5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 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'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4,7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 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 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution, If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpour and mortar along the foundation perimeter must be removed be�ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 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 IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8,, 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 Y8'. 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 CIE3 � ous.r CS m r N X L N C O � tJ7 C �E A o e M 0 N 2! tL P EI 01 �%`��`� `• , �' re .• .No ICJ P •441 p ` STATE OF � . 1 / S�0 V / Q � A �•-• � ,,w1 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. H H/ o EE 2 Qj8. N N I\-0 0 (n r.- LL u, M Imo ,,aa. a adz LL� Jz z 0o rC5� o r 0] w 3 N(N(p J Q dm W rn c mw C) d 0 o z N MZU0t=- LLW LL�' O 6 ❑❑❑ z �L N CM O 0 0 a M tnJ'3' � W o 4--J C � f6 u..r O w o F-' ` ) (.? Ljj N L N 0 N c `n d N p O ® 0 M z w Z z rz 0 t= 4i zo of z >� Qo zo p d ro 00 o E O oa a 0 o< z wg �J co ro e ao 0y 0° mo 0E m � aw z go in oil R. 01 ¢.0 az �F m ~a �o wa 'O v oIq o § c ot- E2 00 ai m NC� C10 s- 0 QQ L r I\ LM � r r '- Cr^ CM 60 r V J o r• F- O L0 OO 0 O LO Cfl ty r ai E N 3 co j o o Z Z E c a E U _j Q 0 JOB NO : 23-13137-13142 SCALE : AS NOTED SHEET NO. 3 �t- N I M LO H ;v v V) 0 0 Q 0 J i r t2 r2 i M i d- i N M v 0 M 0 N M r t2 M N 0 L v C Cr 0 0 -n Cm c Q M 0 i v d F2 E v c a w U 9 a� LZ N 0 d 8- O v 0 0 a N 0 0 0 0 w 0 w x dQ. M m v c/> THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING II II II ,'[ I:l I : :..:::.�:: I ..([I..:... a:II �+.Il I� II 16GAx1-1\2" LONG (3/4"-1" CROWN) L .I... g.............:II.L.'. I..:.: P:L' MAX .' . STAPLES @ 6" O.C. VERT BETWEEN . II 16GAx1-1/2" LONG (3/4"1" CROWN) STAPLES @ 6" STUDS (NOTED THUS:—) - OFFSET I I I I I I STAPLES BETWEEN STUDS AS SHOWN 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 HOME H C G GARAGE SIDE 00 0 5'-0" Q - STUB -OUT FOR 1'-0" 0 9 GAS METER O o - � U N z0 • 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. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.811.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x - + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1,8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x - lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap + FILL CELL STD. 900 HOOK BOND BEAM w7 Q STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max. � 4" max. 4� Clinch nails -\ when possible 1 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 4„ Web Stiffener Fastener Schedule Joist BearingLocation Series Depth I End Intermediate BCI5000s ® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BC16000s811-7/8" BCI6500s® 9-1/2" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" ' 2-8d 5-8d 16" 2-8d 6-8d BCI 90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" required when indicated or max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite _Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING �" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION Birdsmouth cuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads higher than irnnlh -16 2x-: SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building �1/16 code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) —J Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES --� DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : for vertical load transfer Plumbing Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or J beam below Load bearing wall must stack over blocking and wall or beam below.* — — — Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET U W N.T.S. Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non stacking walls SECTION @ INT. BRG. WALL 10d nails require additional conslderatlon. N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) Joist hanger ❑ C 6„ A 1%" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1y2' 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 1Yz" _._ _ 8 T-9' 1„ 1'-2 " "- ' I'-3 ° C'-3 " 1-7 . V-11 " 2'-4' 2-�91 3'-Z' 3'-7 1v lost 12 T-a* 1-1" 1' � 1` 2' T-3' T-9," 24'* 2'-11 " 3.-7, 4, , 4, 9' 5%4' __.._ an ) ., _ 1'G 1 tl'• T-1." V-0 .I, Z' V 7,. 2,-6'" 3'- " 3. 10�" �, " 6 7 ,6,-, 7 Zl 1'72" I,-Z" 2-9 3 Z' 4-121" 4'-"IUD"" 6-'111, C'-11"° 7 -41" 0-111„ 4 -0 1" V-1" T-2. V-3,. Zf- 7" 3' 4'-9' S-10,. 7, 7 5� . 9-6' .10'-9' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 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 1Y KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. SIMPSC w/ (22) ' NAILS I 5/8"0 THRU BOLT SIMPSC w/ (22) ' NAILS I R TRUSS OP PLATE �.0 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 e° 00 FINISH GRADE Backer block (12" wide min.) �1 11ITl1 111 I I1 I II I II I III Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM v SEE PLAN FOR °• a° . • ; . • ° FOUNDATION INFO a I STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount' "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements i 0.6 X Joist o `depth I -JOISTS BUCKETS N.T.S. GRADE ° i— REINF. SEE PLAN e (2) #5 REBAR A/C CHASE 4" PVC 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 � d ° —1_11—III -1 6 d. ��-lli��lllllllf � PLUMBING LINE PVC OR SCH40 SLEEVE ° d . • - 1° ° `�' ag I 111!l1111 „III-�11 i-- SEE FND. PLN. LI SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION a ' G PVC OR SCH40 SLEEVE LI NE INE d L d • tea: a - Z • ° • . � � n SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE < °' d d d ° ° a° L II, I I11=i11= I I °' I=111=1I I -III—III—I_ 4 a ° 1=III—_III- ►—I I ° 4 SEE FND. PLN. SIZE & REINF, C*a a cc� — m --I, CIA. y 2 0 ' m Q N 3 3 CU c � o a w 0 N O CV d- N O �,,,taaatata�4�' � r Go' , No PE 5 ' tz OF •• • S 0F,1�P'�`>. To the best of the Engineer s knowledge, info motion 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. F oo O M 8 N v 0 _ Co 'n J LL l-L 0 [n n R� LL W M M y W a a JU_ adz Z 0 o@- o z 0 0 - .0 j�g5N0 - � Q (1)m m J F- W Z Z 'n MZ U F= z N O U ❑rl❑ Z Z N M o g G CO � Q J <13 N � o Q) L 4c1r, Q .� U O— CT CT w � N 11.101 v ' (Z — rn � c W J - $ zl�... .) o N C U3 ®IO ° N 0 o Z Z LL E E ® ZO w z } N zo 0 a o E 0¢ Do o< a ai az wg wz �w i Cq ca d o O U m 0 o0 Z, m m }aZ 8 ¢I gZ � ops° 4 Fw- F 0 d - s J �� � "j o v zla ° 3 c o T .y 1 00 6 rn T N I- W 00 Ce) Co T r M 00 T T F-- p III 00 0 M L N L.n Cfl T ai M 2 N M M y CD o Z Z E r r ru m a E v' U Q p c JOB NO : 23-13137-13142 SCALE : AS NOTED SHEET NO. SN 1 IV i -- I I I I �V i _7 - 1 1 I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR / GYP. TYPE X @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS s „ „ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS @ (U.N.O.) (OR / GYP. TYPE X„GE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGEW/A HABITABLE ROOM G ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" OSB. (12) 10d NAILS FOR UNDERLAYMENT @16" O.C. W/ (2) 1V-0" (R302.11) 16d TOENAILS T & B .. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN..) @GARAGE SIDE IF z INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" PRE ENGINEERED WOOD APPLICABLE. 3/8' MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON EDGES, AND 12" O.C. FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" 0/C & SLAB & BLOCK @ @FIELD "SIMILAR AT FOUNDATION ONLY" HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE 1MPSON SP1 w/ (10)10d NAILS .. 5/8"° x 10" "J" BOLT @ 24" OCW/ SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 T 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) " ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE MOISTURE BARRIER OIL A F F O.C. OR 5/8"x10' WEDGE ANCHOR 2„ x6W1.4xW1.4 INCLUDE THE WALL 6x6W1.4xW1.4 D ° ° D - _ =IJ=1 1= _ t° . ' . D —III=I 11=III= I� ' _ SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM O „ ? @24"0 C') WWF OR FIBERMESH 31/2"MIN. ATTACHMENTS 2" T MEN S �� WWF OR FIBERMESH 31/2"MIN. `1 D7158-CLASS G or H, or ASTM � L==]�[ �L -' � - ; T � _ ., ELEV.-0-31/2 �.. 0 I D3161-CLASS F, IN 1T-111- I I D I I —I I-1 I I=1I 11- _I =_ J ° - . 4 2x4 CONT. A.F.F. O D ° 12 ACCORDANCE w/ TABLE _ _ N fir;_ _ - D . ' ° I I' I h� 1/2 „ I= I -I 131/2 TYP. ( ) VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) =I ( I I 1 I -Ill- I i I� I' —ITI—I 1= I I I - I I '� I I _ GARAGE DEPTH VARIES ° 00 _ —II 1T - - 3 1 /2"(min. - 4" Ili I -I I -III- 00 �)- 3112"(m�I- 8" �`I ICI I RESIDENTIAL _ _� =III=II I I11=1I1,��—III II—lII I 1 ICI =Ili-fI INSULA ION LE ROOF SHEATHING -SEE„IIII� SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING _ (2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. 4 8 FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP rB U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALLrc U.N.O. MIN. TYPICAL BEARING WALL STEP Cc� rcC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O.•2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Q ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. CEILING & 8 O.C. WALLS SOFFIT SHEET SS 2x S.P.F. STUDS @ 16" O.C. 2x STUD BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" 0/C M N�o s 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY 10 c°N 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING CHART ON FLOOR FILLED SOLID W/GROUT I I Vx P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) SEE SECTION C/S3 FOR PLAN 1x2 P.T. HORIZONTAL SEE CC/S3 OR N #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE NAILER 8" C.M.U. TYPICAL G/S3 FOR ANCHOR I "J" ° „„ ° 5/8" x 10 J' BOLT @ 24" O/C W/ 2' X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SPi w/ (10) SIDE IF APPLICABLE. STD. 90-HOOK SEE DETAIL ( ) TYPE "S" MORTAR BOLT INFO. I I (IF NO UP LIFT ON 5/8"x6" BOLTS BOLT °� 24 O.C. VERT. OR PLATE WASHER TYPICAL - 3RD LAYER 1/8"THICK. K.O. BLOCK 10d NAILS „ „ 5/8 DIA. EXPANSION BOLT 24 @ WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ 10 10d NAILS @ EA. STUD ( ) 2x P.T. PLATE O.C. W/ 7" EMBEDMENT MIN. SHEAR ( I *SIMPSON SP1 I I (6)1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING 3500#, MIN. TENSION 2600#) SPACE ANCHOR ^ w/ (10)10d NAILS �, 2x P.T. PLATE FIBERMESH .-. WEEP SCREED INSTALLED BAR a w BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N _ END OF 2 x PLATE WWF OR FIBERMESH '-E 1x2 PT WD FURRING @ 24" O.C. TYP' I I ASSUMED FINISHED c E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR o c,, D N �— -- -�--- ° *= o co z D FINISH GRADE °D D 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL GRADE z #3 & #4 LAP SPLICE 25' MIN. LAP [30" MIN. LAP] GRADE 40 MIN. F = 40ksi Y- a [GRADE 60 MIN. Fy= 60ksi] a e . -I I I1=TI—l�T m . D ' I —I I �I I I—III- '` D r U.N.O. MONO OR STEMWALL - - - D g III=1 I f—III I III I i I I —I I I-r CELLS (SEE FOUNDATION FOOTING MONO SHOWN O0 -' rf-�= I 6 MIL VAPOR BARRIER I 1 1( ( - 15 5 ((=I =_ O° W ' I—III-1 I I —I D• • I I 11=1 11=�-1' ' 1x4 P.T. BASE NAILER PLAN FOR LOCATIONS) FOR CLARITY - = z i e I I I( I I I=1 1=_: N z '- D .I f[L�IT_II 11 l� T #5 REINFORCING BAR R 1 7/8„ I �I —I l I-1 111=1 I 4"x4" INSPECTION NOTE: =_ - m III - - - - #5 LAP SPLICE (2) #5 CONT. II 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL - _ - T 1 I ( COMP. SOIL. (COMPACTED TO - _ �1=_I' 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 1'-4" 8" FILLED CELL TYPICAL WI UPLIFT ONLY = 95% MODIFIED PROCTOR AS �__ =11 _=III= I =11 I=1 1 I' _ ITI I I I 101. (�'P') MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER c,) AT GARAGE CONTRACTOR _ - =' D1557) - —1 „-rr-r, 4" 1'-4" r- , -,,,- #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. E O LOPOUR CURB DBLOCK #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE WWF W1.4XW1.4 WWF OR LLI - NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/ UPLIFT G "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 .E _ SLAB INFORMATION. SLAB INFORMATION. 00 6 x 6 W1.4 x W1.4 SEE PLAN VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 D 6 MIL VAPOR I � I D 111=1 I = z 31/2" WWF OR FIBERMESH min.) 4"­, FRAME -DOWN FALSE BEAM w/ (3) 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN FOR TRUSS S.G.D. (U.N.O.) WWF OR FIBERMESH a BARRIER 4 AT 24" O.C. MAX. C - 1 J _ �, a a a a O° - _ GRADE SEE PLAN FOR - - CONNECTION INFO &LAYOUT DESIGN `IN . - 4. o - - COMP. SOIL. T ° (COMPACTED TO 95% - L J = _ _ _ _ - _ _ _ a - - - - - TTr—T r—iTi—� ' _ (1) #5 REBAR W/ OPT. TOP OF BEAM SEE ROOF PLAN a a i�t v .. - - - Q Q a a MODIFIED PROCTOR 111 I Tf]'-I ASTM D1557) 7 - - - = zv -_ _ 1 = =S��E �VTENCLOSURE I I_ (2) HTS20 ✓ FOR STRUCTURAL BEAM SIZE & C? Q � L E 17 3" MIN. CLR. (2) #5 REBAR CONT._/1'-4" _ I I -�_ _ CONNECTION INFO T a =11 (1 STORY) ON 3" CHAIRS TYP. U.N.O. 4" V-8" (2 STORY STD. 90 Fi00K (SEE DETAIL ) MIN. � W 2x4 P.T. P� B 2x4 #2 SYP P.T. FRAMING w/ �) SEE A/S3/J/S6 ' TYPICAL WALL SECTION q TYPICAL THICKENED SLAB EDGE L ins° °'S.B. z MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING 811 FOR REINF. INFO. SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 `w_ I- ¢ SCHEDULE OPTION #1 1/2" GYP. BD. P.T. 2x cr COLUMN LOCATION Q 7 SEE PLAN FOR STRUCTURAL SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 2,r HOLD GYP. BD. w COLUMN SIZE AND BASE rM 1/22 FROM SLAB o CONNECTION INFO. SLAB STEP &RECESS S.G.D. �_ �� CONT. BEAD SEALANT cw „_ , �� SCALE: 3/4 =1 0 S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND a DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS /DRIVEWAY BLOCK WALL EXPANSION JOINT BEYOND ^ ` .: =' INTERIOR 2X STUDS @ 24" O.C. U.N.O. ,'. ° -3 1/2" SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C.0C MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS z 13" O.H.D. RECESS ' ' GARAGE ATTACHMENTS 18/D1 PAD FOOTING I I PAVERS _ CONCRETE NAILS W 1 1/2' 1/2 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL I 1 I ^ EXTEND FILL CELLS " . EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM W/ DRYWALL SCREWS 8"O.C. @ INSULATION PER CHART z SQUARE CMU BLOCK BASE, TO FOUNDATION PAD I I N MAT REINFORCING. ' • Cl) a': a y' '' PLATE TO CONCRETE ON FLOOR PLAN w SIZE VARIES PER PLAN CONT. FOOTING STEEL I I T . _ I ,- ,I I=11 I=T �. • .: III=l 11- a _III_-- I - ,� . _ T I - c' .. MIN. SHEAR 180#MIN. CONT. BEAD SEALANT j w/ MIN. (2) #5 VERTICALS co z RA GRADE I.I r I �� . — — d . .d iTf oo TENSION 120#) CONCRETE SLAB E > FILLED SOLID SEE PLAN FOR co -- .. ' a. _III —I I .• I _ -]' V. •• I - 6 6 W1.4 N w ( w =i - .. • .. =1 l 1=1 I I I •' I I I I- • •• '� _ •. I'4 r 11= '11 1I • •• '- .-. m - c °° x x W1.4 a T r WWF OR FIBERMESH M w w U' SIZE AND REINFORCEMENT) c� z w -LU _ U - 11=1 I '� I=1 I -� =1� f I •�: 1-111= 11=� `� _ _ o BRICK PAVERS or SLAB PER o w� W O o 2 • •' • • z - • 1 �' I I=1 11=- I -III-I - 'y _ SEE A/S3 OR J/S6 - II I 11,, IIII 1 r ILI I I i 111 I II I r SEE A/S3 OR J/S6 j- „ 0-0 FIN. FLR. --- - - COMMUNITY SPECS --- M 6 MIL VAPOR =� I— - = ;I 1=) 1=1 IL = - - - - I —I 1= 11=1 I I -I 11=1 11=1 I I - - -co -w FOOTING v FOR REINF. INFO. 3" MINi CLEARANCE FOR REINF. INFO. 3' MIN. CLEARANCE BARRIER -III _ 1=I II I I- I I=J J H I I- 1 (1 STORY) / 1-8 (1 STORY w/ DEPRESSED SLAB OPT.) 1'4' (1 STORY) 1I II II � III 11 II T~ : '' ti ..... ,: • PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) i' 8" (2 STOR) 1'-8" (2 ST RY) 4" 4" ..y , '. • '• see FOUNDATION CONC. PAD INFO. FOOTING WIDTH s SEE SCHEDULE GARAGE DOOR SLAB RECESS, J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL rN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE: 3/4"= T-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. o a_ cz g� o �mx ® M s. � CC 3 �- .°f d i d C -M V, Q e m v 0 M N O N N 0 LEV/h p No PE7 7 ;4�• i STA T E OF '•6O ���� O R ..%0 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. aW mo COD$ 0 v O N N Fp C r d' qk 0 fA tg n ti w w H M 25 a a Q M LL i� Z it Y U'- 5 Z Z r E o W 0Z,�m d J m w Z N Z U O F IL z O U ❑(]❑ Z W N M a� M N -o � � a 0- to M N Z a 0 (1) o a--J � U g O o U C3 C 1.3J N E •^* °r c U) manc) o ®0 N I� 0 w Z o-1 Z LL (Y3 E z o 0,¢ o z n fl O E 0 wz ?o Da (B f- C G = g W 00 b p a = Z i wg �J _ Y oo m0 O m -' aw 8 0� 0¢ �Z � O C, LL 0 ad z N F F F m ? O WF a0 IN CO N 03 C or > W N N I- 00 M L CC s— T r r M 600 n r 0 QQ O O LO N Lt7 ,.6� r m N M y O 0 z z T-. a T FL U _j Q o JOB NO: 23-13137-13142 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA, EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL o 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS -in I PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" TO DRAIN 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE EXTERIOR TO BLOCKING WALL WALL CLEAN -OUT A (2) zx HEADER PER PLAN SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT FULL 8 8 6 BLOCK 12 (TYP.) SEE EL'EV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER x x1 SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD / —DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED a COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) ❑ O/C FIELD ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL j SCALE: N.T.S. 84 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN, MASONRY LAYOUT D SCALE: N,T.S. 84 SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MOISTURE BARRIER 8'%8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) TYPICAL SECTION THRU WINDOWKB 84 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR KNOCK -OUT (SEE SCHEDULE) BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED DOUBLE 2X4 SPF. #2 FOR CONCRETE PLACEMENT 96 3/8" TOP PLATE 2x S.P.F. STUDS@ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) Od 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 BLOCKING (TYP.) 2x P.T. PLATE ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF _ d °a a 0 8" STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-10" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION It NOTES: 1U FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDER 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL w O- FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN K/S4 IN POSITION GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR - TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY ., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR or ------- --- MOUNTING BASE DETAIL a , SCALE: N.T.S. a a a SEE PLAN FOR FOOTING e d BOTTOM OFaMOUNTING B E DIMENSIONS POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL FOR GARAGE TRANDWATER P SHED FORWARDDTHIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 88" 71" 58" 41" 34" 101, 6 3/4" 31/2"- SF� �Npo 'V 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 W/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 1 Od NAILS @ 8" --� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE), ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12 O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE ' 2x STUDS TYP. p0 SIMPSON HTT4 TYP. Op bR U.N.O. SEE N/S4 FN�NG 14, ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 GE SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 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 SPL10d @ 3" O.C. (14 ICE NAILS TOTAL) EA. SIDE OF 9"4SPLICE STAGGERED ATTACH ALL EXTERIOR STUDS W/ (4 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SIMPSON SP4 SP2 4 \-NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL SP4 t7 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 2X8.P.T. BOTTOM PLATE TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS 1 @ EACH END w J ;2� < 2x TOP PLATE C C0 V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O. STAGGERED FROM BOT. SEE AJS3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) > (5645# SPF) > (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. t&NUT 'OXIED A.T.R. I&NUT DXIED A.T.R. i&NUT C ROOF TRUSS ABOVE F 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY 11 K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED I NA INA NA TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES / WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY--5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 2X8 P,T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR REV. 06.24.22 SCALE: N.T.S. c• A 0 'LU .W : Q P o W Cj g} m LL- Cc CD �+ , >v � M CV 0 N 3FL1•1EiiW N� �•°.�y`�P,�o ���, .i.p;,1. OrC�•EN ;f0•\CkpCr co • No PE78750 ' rz w :,I ST OF 41 z 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.pp Soo N O V n v N v 00 Q � CID N LL LL - N�MoLL a. W Q oLLu: a z 5 Z Z - mo 210 0 W5 .@ (V (O m J Q 0 ¢ K �2� j W z 00 N M Z U O F= " o 000 Z W M coco �a v �< N — V Ln Ra o v +-� O C o V) ct w V) � .) c6 i- c Ltl J -s-�s 8 I z� 1 U) N o c.0 M Z 3 o s� a W Z Q E E ° N �o >� a� F— Si3 U u O � U o �a a0 o, az I`° 3® ¢o Co c/n M Zy5 CC z O U W g m o Off Z � 8 OLL � a0 a T Qo m W �L m �z �3 �I v oQ a o� > 00 o� N 1— cu 00 S_ Cc LO � r ,-- Cr M 00 c'xi (n r � f=- 0 +� M L Cfl 'it r T a C'7 4 0 o z ca z E r e— m o 11 E ` "a 2 U Q p JOB NO: 23-13137-13142 SCALE : AS NOTED SHEET NO.S4 SIMPSON HGAM11 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 BACKNAIL w/ 2 16d NAILS SEE STRUCTURAL NOTES AND NAILING IF 9USEE 1O SD, ( ) SCHEDULE FOR SHEATHING DETAIL SEE STRUCTURAL NOTES AND ' 45°± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2 TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EN 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 ENS d TOE NAILS @ EA.LAX BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD THE AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OSB SHEATHING ATTACHED OS T 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w! 10d NAILS @ 6" O.C. THROUGH CHORD 2x4' LEDGER (MATCH BOTTOM CHORD AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS)EDGES NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 10d 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)10d & (2)10d (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR �� ��✓ 2x FRAME WALL (SEE WALL SHORTER) 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 �f��\NAILSW/ 10d NAILS @ 6" O.C. EDGESTRUSSES FROM EA.\ 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 NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" 0/C SPACED 1!2" 8" "J" BOLT 48" 0 C 2x4 "T" ON TOP OF PANEL @ 48" O.C. I 1.1� INSTALLED PER MANUF. x @ I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. �� ���� �� �� �MOISTURE BARRIER 10dx3`' @ 4" 0/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6' FROM THE LAST LAMINATION O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d 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" 1 GABLE WEB SECTION- 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16' O.C. w/ (2)16d NAILS EA. END. 17, SEE SCHEDULE - [RSH] ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J iv N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR f X-BRACING, AND TOP rFk1 " SEE STRUCTURAL CHORD BLOCKING N - NOTES AND NAILING INFORMATION `� SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 11 (2)16d NAILS - WOOD TRUSSES 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING . RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 /� 10d & (2)10d TOE TRUSS SPANS ATTACHED W/ 2 -16d `r� „1� NAILS @ EA. END AT EA. TRUSS JOINT �� �r (2) 2 x 4 LAMINATIONS W/ (1) ROW �� � �� (3) 2 x 4' LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 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" L CKIN) (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207 , L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C 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) w/ (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 (SPACE AS SHOWN FOR 3-PLY) 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" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" 0/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED Wl 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C— TYPICAL GABLE TRUSS WEB -1 SINGLE "L" BRACING DETAIL s 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 x NAILS AT EACH STUD 8""L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 10lS5 ,-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1 /2" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) E D O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL L1= EXT. WALL CONN. @a 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 10dx3' @ 4 O/C 2x4 BLOCKING W/ (2)12d TOENAILS NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C. SAME NUMBER OF ROWS, SAME SPACING SECTION g SEE TYP. WALL SECTION FOR SCALE: 314" =1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 11NIMUM 2x ;ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT L_ CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL (,-J SCALE: N.T.S. S5 VW, 11. LJL ...— TOENAIL I (2)16d NA 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2)10d x 0.131" TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 10d X0.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. 1,,S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. OVERLAP TRUSS BRACING 1JKt-tNiJ1NttKtU WOOD TRUSSES AT LEAST TWO TRUSS SPACES 6" OVERLAP "-MINIMUM (2)16dPER JOINT "-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2'W" #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 HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) L \_ DBL. TOP PLATE STUDS @ 16" O.C. CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4..=1.4. MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD END JACK 1 V-0" MAX. y% 9c� 0 cr CORNER JACK 0 Y d Q W z 0 HIP FRAMING REFERENCE PLAN 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) z w `.BRACING w/ (3)10d x 3" AT crL EACH CONN. @ 24" O/C `MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH NOTE: LTOP 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'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 1 `� 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 - I CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. Ll AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W1 DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W1 DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION No 7 W a C- e®•s c� c MLf ® eor Z mac N Cc w �- c •a 3 cc 40 m d to � v p M 0 N N 0 O� .... • �. • .�G N S�� �+ % No PE 5 '.i:)'• STATE OF �e�.•.COR�O,•��. �";gjjll%01> 1 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 Q 8 'Dc p N LL 7k 0 .N�. co 'D 0 a i LL Cis Z _ .o t9 0 0 Z L y X O Lu Q U) W IL05 z OULL ❑❑❑ 2 W CO z M og Q � a r cN+� N z QXQ) �L w C 0 w o Pam— J E I z B N M I� r, o w G`MJ o � z Z E a a EU zo �o o wz zo Q� z© oa Fes— M p C 20 ¢ UO 0 K CO az �Z zLL m �zz� o< rc i Z. ao z F r m a v ola 3 c o T >o6 T m N I— 0 C� r 00 M CO L0 r r r `_ ' Cr M 00 cYi m r t\ r 04 0 L0 M LO Q N � � N r T cocc �j o o Z z E �— 7- ca a E U -j Q p c JOB NO: 23-13137-13142 SCALE : AS NOTED SHEET NO. S5 3 -v N I M F- 22 0 Cr 0 a I M 0 M _M CID M -d- cV 1 M a IV, O I M 0 J i t2 M i M CV 0 F- 2 0 C Cr 0 / c L M O i a a 0 0 c J ry 0 v J a� t7 M 0 N N 0 a 0 0- N CD N ti v 0 d 0 z w x ng m v cn VINYL SIDING INSTALLED PER MANUF. SPEC'S OSB OR PLYWOOD w/ APPROVED HOUSEWRAP CONTINUOUS STARTER STRIP - SEE INSTALLATION INSTRUCTIONS FOR PROPER INSTALLATION METHODS, HOLD 1/2" BELOW TOP OF BLOCK WALL WEEP SCREED UNDER HOUSEWRAP CEMENTIOUS FINISH CONCRETE BLOCK WALL VINYL SIDING TO CONC BLK 2 STORY MODELS SCALE: 3" = 1'-0" ROOF FLASHING AND ROOF FLASHING FOR REME E NT COMPONENTS TO BE IN ACCORDANCE REQUIREMENTTSS SEEE R905.1.1 w/ R903.2, FLORIDA BUILDING CODE PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS 12 G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATIO ROOF SHEATHING - SEE BAFFLE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND INSULATION P FASTENERS CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING oI 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL SEE SOFFIT SHEET NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS O.C., 2 ROWS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ 1x2 NAILER CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A H- PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL Z) NAILED PER NAILING SCHEDULE SEE SHEATHING JOINT DETAIL C/S6 FOR MORE INFO t- LU 16" O.C. 2XS.P.F. STUDS w VINYL SIDING INSTALLED Cn PER MANUF. SPEC'S 2x BOT. PLATE W/ (2)10d @ 6" O.C. J I•- 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d w COMMON @ 6" O/C EDGES AND 12" O.C. FIELD u- _ INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED w/ 8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA w/ eC S6 FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA �4 — — �, S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM , METAL SEAT ER PLAN 0 PLATE 1 d ' 1/2" HIGH STRENGTH OR 5/8" GYPWB(OR 5/8" GYP. TYPE "X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"xWX16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM ARCHITECTURAL FINISH OF BAND JOIST TYPICAL (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) L v 4"x4" INSPECTION PORT AT IX a EACH FILL CELL TYPICAL LU 1x WD FURRING @ 24" O.C. a o AT GARAGE CONTRACTOR BASEBOARD LO TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH d MUNICIPALITY 4"to 6" BELOW GRADE c FINISH GRADE M ' I—III=TTff-lTfl I I I 6x6 w1.4xw1.4 _ WWF OR FIBERMESH'_I—I 11- T -fills-f I I <. ITI-'I 1I- r —STD. 90"HOOK (3) # 5 REBAR ON 3" CHAIR I I I I hI (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION REV.03.16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUDt 2nd FLOOR W BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" - NAILS TO STUD & (8)10d x 1 '1/2" TO BA JOIST AT EA. STUD 2nd FLOOR WALL— F BAND JOIST — V *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" LIX NAILS TO STUD & (8)10d 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 06; ; SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSSMOIST 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. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S.. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SFF FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" I I SIMPSON HETA20 w/ (8)1Odx1 1/2" O/C FOR THE 1 ST 2'-1 OF I I NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION KR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 -1 " " 2"x BOT. PLAT[ (2)10d@6"OX PRE-ENGINEE FLOOR TRUSEI 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 WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 11 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. W. RIBBONS DETAIL (FLOOR TRUSS) (O SCALE: 1 1 /2"=V-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" "J" BOLT W/ 8" EXCEEDING 1 U-0" (R302.11) EMBEDMENT @ 24" Q.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 2601 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH o._ — _ _. — _ _° _ Q tl _ d P O - II=1I I —III III — III, (3) #5 CONT. ON 3" — ICI' —III III —ICI ICI 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE, INTERIOR 2—STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB -11 IF EXPOSURE 1 ( 11 x II SHEATHING �PROVZrl IDEBLOCKING AS REQUIRED PERSECTION X-X IF _ NOT FULL HEIGHT SHEETI 0 Z it II --jI = E G FLOOR SYST M (2)- 2x TOP PLATE WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, BEYOND ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE T (1 15/32"OSB -EXPOSURE II XPOSUREI � XPO F SHEATHING Lu II II II I SOLID 2x III III II II II I BLOCKING @ ALL C SHEATHING 0 EDGES (SEE IIIOPENINGIL SECTION X-X III III x II II �w II IIF x E _ 2x STUDS W III I III II II I( BEYOND. I SEE PLAN o III I I I II I II I II II I I co II L11_Ll LL_11_II 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING I _�G S_ 3/4"1/2" S4s,/2" 1/2" 'I 'I SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl7/16 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 VERTICAL BLOCKING SECTION X-X ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Ya" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANYa". H O ? ® NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL 0 © 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. O w @NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ai O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. ❑ wl 8d COMMON NAIL w F O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F > 4 r 0 in w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. a ml-00to m U. @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR '@ VERTICAL z N w 0 OO ' MEMBER IF GABLE END Y c 1i" NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131' X 2 112' • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2x CRIPPLES °� 2"x10" OR GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: 10d NAILS @ 8" 0/C TYP. 1 BOX HEADER ( ) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS DOUBLE 2x • EXTERIOR HEADERS: CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.( 12d TOENAILS • OPENING LARGER THAN 4 FT: Nt (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)11 x 1 1/2" EACH SIDE oF4/QxrFR y SEE PLAN FOR REQUIRED- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ 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 A. ° M -I ((—III—III e d III_ III11II'_ (3) # 5 REBAR ON 3" CHAIR 4" V-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 (2) (3) (2) (2) (1) LSTA30 (3) 3) (2) (3) 1 (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 318" THICK EACH. 3RD LAYER 118" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE �IIII;' C>Iz I @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. C! N 21 C+?� d '.: W 4r� o 7 coawCIA c . 0 v M Bc d cc "yN a® c `;E v m-. M 0 CV cl' CV 0 I,'v �o IIo1 G' No PE7 '50 STATE OF • O �, ;`' ` R C�C1 �1• fid�dlitttl:l,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 S a Q 00. V8 N Com 0 , �, o 0) LLLL a J u- a c� Z 0. Zir °Qr .0o E N (V (O m Lu a o1.-� ¢ m W U) o o W Z N M Z N H ILW a O(5 ❑❑❑ Z W G N M - � o r. N CD o Q) 0 o U0 V) _ A I— U) ol.°•. _ E all y O C 411 N .4 W C M LO z a 0 Z z ll- C6 E tz � E z� O ow wz ) N ¢ N z�y oL M� '°CL coo oa az az d 4 Z. J C!i C ¢ z a m O 0, LL oo aW 0 °< 5i Z go (o o Qo�- a m z =� a ¢ i0 M a 1 v zIa o c w T W00 ui 01 N I— cc T — (U 00 M CO ~ Ir- r �— r M 60 r U) m4-0 1� � F- O LO M 1.O CN � OTC CDM N Lo L6 t 1� ai C`V M o o z cc Z E = C FL U J Q cc ❑ J JOB NO: 23-13137-13142 SCALE : AS NOTED SHEET NO. S6 (MONO) SCALE: " = 1'-0" E: 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 GLUED AND NAILED MATCH NOSING ON — OTHER TREADS 01 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 / BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 1 2x I DRAFTS P 2x4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED INTO FLOOR WITH GLU NOT To STRINGERS AT STRINGER CONTACT \ L /2x4 BLOCK IN KNEEWALLFOR 2x12 NAILING POINTS _/ \x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW _ SCALE: 2 1'-0" J_A INS ALIGN THIS STUD WITH FACE OF 2ND RISER / fl�T ____ \/ — SYP CUT TO FIT 4RS IN WALL —2x12 SYP BEARS IN WALL f —2x6 SYP / 2x4 SYP' BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS \ (14) 1Od x 1 1/2" NAILS) (IEW "A" SECTION VIEW "B" SCALE: 1" = V-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" AND 2' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER / BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO —2x4 DRAFT RISER AND TREAD STOP I —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS r i r --2x4 BLOCKING FOR 2x12 // I —2x4 PT UNDER 2x12 C I ROVIDE MOISTURE I \ PROTECTION LATTACH ALL COMPONENTS / STAIRTOCONC. W/ 4" XTAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND / OF STAIR TO CONIC. W/ J" X \ NAILED TO STRINGER / 2 a' TAPCONS @ MAX. 32" O.C. \ / GA""'� TOP OF \ STRINGER 1x4 GLUED AND NAILED TO STRINGER �2+x4 DRAFT 1 STOP 1 2x8 SYP DRYWALL STOP P / MUST NOT TOUCH ' STRINGERS G 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSG EACH \ 2x4 SYP BLOCKING FOR STRAP l PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w/ D NAILED TO FLOOR WITH GLUE ) x 1 1/2" NAILS) STRINGER CONTACT POINTS \ NAILS) MALL \ / SECTION VIEW "D" SECTION VIEW "E" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'4' " PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP EA IN WALL Iuf It n r B RS PULLNOSE DETAIL SCALE: 1" = 1'41 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = 1'-0" 3/4 PLYWOOD ON DECK 2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS A- SCALE: 1 1'-0" ' 3/4 PLYWC ON DECK _L Hot =r"" FOR STRAP CKING \ x8 SYP (2x4 SYP SIMPSON MT w/ AND NAI (14) 10d x 1 1/2" / FRAMIN( NAILS) 2x4 DRAFT i \ � W A STOP DAFTS P 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x4/1LUED AND NAILED TO STRINGER KOR DRYWALL SPACING r � ,H E SECTION VIEW _ SCALE: 2" = 1'-01, 2x4 BLOCKI v—� NOTE: 2x8 ' \ DRYWALL STOP \ NOT SHOWN OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = 1'-0" \ FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK PER CONTRACTOR PROVIDE BLOCKING I Ilk ❑ 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. —' (2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 a'X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES AND VERT. NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" F SECTION VIEW SCALE: 4' = 1'-0' STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW JOINT TO )ISTS) 2X BLOCKING 2X STRINGER PSON MTSJ2 w/ 10d x 1 1/2"\NAILS D O 3D OR 3 BLOCKING RIStE 2 VARIE ECTION VIEW "H" SCALE: 1" = 1'-0" a cv � o -a as > Lu M ric C � r o.°' aa� v c, C= •m a c 8 0 M O N N O n�,l1At{183d�� ��'•No PE'' S0'•� STATE OF ,: 4 /O N AI - 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 Engineers signature and seal. fA I- vE O 8� 4 N Oc0 (0 C 00N JL fA C.,'� ° w w M �Mv� w °.a d Y o Cc LL LL Cc Z Z 0z j 0 Z_ .c m V o o NN(O m L Q o��rn ¢ m 0 z _' LO M z U ti H ILW LL w o <j �D11 Z N t+1 O O N M V C1 QJ CJ o 0 � o un w � v h J E �p p V i L Qj N 0 e a M 4 o� z Q u zo �o 'zo Z<N C)- 0 E U 419 z oa i6 — gam. U 00 D 0 o &¢ e 01 z z ¢o cn ` o �U '0 m .0 Qz � o� zo a ¢ 0w �F m o w >O ch a r- v c o T > 00 rn N Crfl 00 CO Lf r r T C)- 00 S 0 U) m T Q LID M LAD 00 O O Lo Q L6 { 1� ai E C`I M o o Z z E r— .— cc c d U j Q -i JOB NO: 23-13137-13142 SCALE : AS NOTED SHEET NO. v, 3 N co I Cr M v C c 0 i t'7 M I Iv7 i W i CN t2 s F-- ;v N 0 .c n i M 0 J r M i2 i i M CV co s r- v v Cr 0 -a Q M [V N i v a E N E 0 C G J CL 0 0 J r7 N 0 d- 0 0 0 a N O 0 v 0 .a7 z W x Q 4 m v 1x1/2"DRYWALL DOOR JAMB (REFER4P447 DOOR JAMB (REFE;tt 1x1/2" DRYWALL DOOR JAMB (REFER PRODUCT 1x4 1/2" DRYWALL TO PRODUCT FOR CO T. TO PRODUCTTO APPROVAL FOR CAPPROVAL x4 APPROVAL FOR CONN. 1 X 4 x4PT. FURRING 7 3116 0 X 3" LONG FURRING �� �3-1/4" (2) ROWS 3/16 x 3-1/2 � FURRING LONG X 3/16"! TAPCONS TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O,C. & 4" 2X8 E`IX8 BLOCK@ SPACING „ 1 DETAIL- O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1/2" DETAIL 1x8 w/ (2) ROWS 8d NALS " 3 DETAIL lx4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER*2" EACH END W/ MIN TO PRODUCT ' `' TO PRODUCT DGE DIST. APPROVAL FOR CONIC 2x8 P.T. w/ (2) ROWS 3116"APPROVAL FOR CO (2} ROWS 3/16" x 3-112"O,C, x 3-1/2" TAPCON @ 16"1x4 & 4" FROM EACHFURRIN( TAPCON @ 16" O.C.END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/.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. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX 2 0" 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. -- BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4)10d NAILS INTO , BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB 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. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WOW. 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 SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED --2 x 8 45 DPAGONAL BRACE AT EA. FACE OF ARCH W/ (3)1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. -1/4" MAX EMBEDMENT INTO K.) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d " NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WOW, SCREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS ARCH DETAIL rK B-g SCALE: N.T.S. SS SECTION B-B 81, PROPER INSTALLATION MAX. $ #5 REBI (TYP) FILL SOLID BOTH CELLS STD. 90' HOOK (l 1/1 L111/' 17 NOTCH WEB AT 5r 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"x2 1/4" 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 4%" 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 PROVIDE 2x — PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY---/ MIN. OF START OF TRUSS COMPANY OR 2x4 ARCH 00, #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH START OF ARC EQUAL I I4' MAX. RAD. 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 EXPANSIONSTRIP 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: *PLACE LOWER HALF 0 OR F MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. i` „ 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. IF TRUSSES USED) W/ (2) #6 X 4Ya" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4"X 31/2"TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4 = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING, PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6'-0" S1. III III —I I tTl I ITI I I- p .—IT_I=1 D D I I--T I IF D � rri rr� r GRADE g G' e co ► z r �D ' e. SIN 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" = 1'4" FILLED CELL PER FOUNDATION PLAN IR YP.) fHE !S UNACCEPTABLE INSTALLTION DO NOTDOTHIS #0 / #5 REBAR (TYP) #1 10® f� .,STD. 90° HOOK (TYP.) �' � L O� FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN I I I F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (") SCALE: N.T.S 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 (j IL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ 3 16 GA. 3/4'xl/4 E CROWN STAPLES 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE SF01 STRUCTURAL SOFFIT 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.* + + 4FNGry + + 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 + REQUIRED TO + SUPPORT SOFFIT / CENTER SOFPIT PRECAST LINTEL �// SEE ELEVATION FOR OVER HANG (MAX. 41-0") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS CFF GHFFT m Amn SIMPSON HTT4 wl (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: 311 - 1 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.0 3/4" PLYWOOD DECKING GLUED HGAMIOKTA 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 10d @ TOP & BTTM CHORD, AND (8) - FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMP ON 12" C �@ FIRST COURSE w/ (4) 1/4x1 1/2"SDS SCREWS •® -- INTO BAND JOIST & (4)1/4"x2 314" T►TEN INTO K.O. BLOCK H RETROFIT FOR MISSING EMBEDDED STRAP SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID WIGROUT a ° FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ° OVERHAN ° RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQD. 1'-01' 5'-011 e ° •' #5 BAR X C 1.0 e ► e CENTERED W/ g ► .' , s H IN TOP o e ► ;a ' KNOCKOUT / iN - ° CHAIR BLOCK f D N F MO 0 FOOTING GAja ►e. SIZE AND REINF. PER PLAN AND SECTION DETAILS 1 CLEAN FILL ► e DIRT Xz STANDARD C?90' OO #5 BAR IN HK 04 FILLED CELL, L STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT 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 EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY In% ur..CI 1KI r VINKIPl. I 4" SAW CUT EXISTING FOOTING A SECTION j SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. e+� 0 � � w 2 v r a u a N O P 3 .� d �.�d e N � � c o CA_ v M O N d- N 0 �d�sr esp+»LEcV/ �.No " PE78 — STATE OF F p it 100" 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 o N 0 N '� N 0 0 �. � to tL !L tnNoV -, Lu N Q w Qj C`•) V W - I M LL u_ o z z Z V p -s N co Lij W g� ¢ I- m o O' W Z IL IL pjJh-w 6 N M z U F zL) r 660�❑ W oQ n �! — a U - N v Q) O a +-J �OLIJg 3 1- ca _ e L 8 z'l Umom'o O7 Y N ®• r- a w C o z a � W c E 0 0 EE V Za ? Zo ¢� ?o oa ?O p E ¢ °z C z ¢o �w 03 ¢= mo 00 m a w ,w Oi g Z Z a0 M F� o w� ao za 0 Uzi o r .y > 00 6 6 N I— 0 C�fl 00 CO S� ~ 11-- Cr C6 oro m _ xfmj +j N M LO CD CV Lo c-6 nt 7.— m :. co CN v; O d Z z E T m co a E U 0 JOB NO: 23-13137-13142 SCALE : AS NOTED SHEET NO. SS *DIAGONAL SPACED AT 16-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING SEE ROOF SHEATHING PLAN BLOCKING 9 2X4 BLOCKING BETWEEN TRUSSES SECT, A -A X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) SCALE: 1/2" V-0" 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 CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-O" O.C. 1. WOOD TRUSS ERECTOR SHALLPROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAYBE NAILED EACH DIRECTION TYP. U.N.O. TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER ( ) W/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION, FULL BUNDLES P NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD OF PLYWOOD SHALL O SIDE w/ (3) 12d NAILS WHEN SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED W/ (2) SIMPSON HTS20 SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) - 10d X 1 1/2" 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. 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" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D I. 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. pg 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'" O.C. 2X4 BLOCKING -0BETWEEN EA. TRUSS CONT. ROOF. SHEATHING AT TRUSS TOP MAX &EACH END ALTERNATE DIRECTION TYP. —� A CHORD AT ALL HAND FRAMED AREAS TYP. —PROVIDE 2X4 MIN, BLOCKING AT O OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �'A 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) DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD MAX TRUSS 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. AT--/ CONC. MASONRY WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS VG DETAIL STANDARD HEEL HEIGHT 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 OSB (DRAFTSTOPPING) TO BE SCALE: 1 /2"=V-0" uv PROVIDE 25" LAP SPLICE @ F.C. REBAR NAILED W/8d COMMON @ 6" O/C TO ONE TOP -CHORD BEARING SIDE OF THE FLOOR TRUSS FOR AN ARE FLOOR TRUSSES @ <_ 1000 SQ. FT. OF 24" O.C. FLOOR AREA & SEALED PENETRATION AREA W/ 2) 2x8 SYP #2 P.T. FOAM. DRAFTSTOPPING LEDGER ATTACHED TO SHALL DIVIDE THE MASONRY w/ (2) ROWS CONCEALED SPACE INTO 5/8" SIMPSON TITEN HD, APPROX. EQUAL AREAS. MIN. 5" EMBEDMENT @ 24" O.C, STAGGERED @ 12" O.C. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION @ EXTERIOR WALL 53 SCALE: 3/4" = V-0 T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @INTERIOR BEARING 3 SCALE: 1/2" = 1'-0" 2'-O" MIN. LAP SPLICE 6" 6" 1'-0" 6" 6" TYP. 0 0 I 0 O I SPLICE o I o 0 2'-O� SPLICE BEYOND PART. ELEV. VIEW 1All nr, DBL. KO. BLOCK o._ o MIN. MIN. TYP. El F 24" MIN. (2)2x8 P.T. ATTACHED 0 (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 10d @ 6" O.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" PROVIDE 30" LAP SPLICE @ F.C. REBAR. (2) ROWS OF 1Od NAILS @ 4" O.C. FLOOR TRUSSES @ 24" O.C. ICI 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(�5�0 SCALE: 3/4" = V-0" WOOD 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 MASI SEE M\ 10.4 T/1CAIAILS 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" 2X4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) _ (2)16d TOE NAILS @ EACH END FIRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOARD ABOVE AT EACH SIDE OVER PARTY WALL 2X4 LEDGER @ 48" O.C. SEE ROOF PLAN MAX VERTICALLY NAILED FOR STRAP INFO. STD 902 HOOK 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR UL-U905 (see sht 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" Q.C. w/ 5" 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 CHjI STRUCTURAL SHEATHING ATTACHED PER NAILING. SCHEDULE VARIES W/ ROOF SLOPE MIN. 2X4 #2 SPF P.T. CONT. W/ (2) 21r'x3" TITEN2 SCREWS @ 16" O.C. TRUSS ROOFS 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 ISEE 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. —� TO TRUSS WEBS W/ (2) 8d (TYP.) BASE BOARD PER SPECS. �P ol (o o —EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER a o FIRE WALL MFG. FOR PLYWOOD EDGE NAILING R30 INSUL. MIN. SPECIFICATIONS NAILED INTO �/j (2) 1/4"x3" TITEN2 o o 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 0 BE NAILED W/8d LU EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO ix P.T. BASE NAILER ONE SIDE OF THE c°i� STD. 90° HOOK FLOOR TRUSS FOR AN AREA 5 1 n- (SEE DETAIL) 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 @ EACH TRUSS TO LEDGER CONCEALED SPACE INTO APPROX EQUAL AREAS FLOOR TRUSS FOR AN AREA < 1000 S.F. 00 TEM FLO AND SEALED PENETRATION AREAS W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. CONT. IN EA. COURSE FILLED W/ GROUT (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8" 1" P.T. NAILER DRYWALL NAILS OR DRYWALL SCREWS 7" R-3 MIN. INSUL. PER. FBC. O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES 1/2" GYP WB (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) TYP. "S" MORTAR (TYP.) 8" CONC. BLOCK (TYP.) PER UL905 z =I �a 1x P.T. BASE NAILER N a 6x6 W1.4xW1.4 WWF. 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) 0 T (4) #5 CONT. STD. 902 HOOK ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION(PWOt SCALE: 3/4"=1'-0" REV. 05.24.23 PRE-ENGINEERE FLOOR TRUSS' AT 24" O.C. GYP. BOARD CLG. SEE 53/D1 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 �I TOP OF SLAB 0'-0" F.F. 00 VARIES WITH o SITE GRADES TREATED SOIL `v SEE PLAN CV 0 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION(55 SCALE: 3/4" = V-0" REV. 08.20.21 0 co z, W Z ' M Cc a >_ rn o N 0 N cl' N O LEaaai���s e NO P 75 ' STATE OF <, (� R To the best of the Engineer's knowledge, information and belief, 9 9 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 lU EEo N O N 8 v v �C'S� 'on of u1�- w ' (0 as d a �M� � W a W c� CaU_� J 3 � O tv o 0Z o o i' � 'c N (O 0] Q W o2"-rn d Oc W (0co IL Z N Z z0 � 2 60 El El m M � N C) 00 � o - �Q) Q) � o w O:.uo N C= N �N w ' z 10 .. LU Faa— - E e will €� N 0 co sum i-4 Ion O w C ch M z 4 z G �- � @ g ¢� Q ® E fld I— @ �o -o o E CD °a <� �z a zz ? ¢ O U o Zm U Nm �2 aW �z � O 21 g o c`Q'n a � o oLL <� a mF m a' w �a Q w� 5 >° t 0¢ a o- UPS o T > 00 crfl 00 ' L CO M r � M ono Cn m r I— 0 LN +—� M LO 00 -� o Q N Lin Cfl 1 4* r M w M iz; o o Z Z E T a) r cc a U _j q p JOB NO: 23-13137-13142 SCALE: AS NOTED SHEET NO. D 1 v, -v N co I N M t- L v v N 0 Q I M J I t` t2 i2 I C1- N I N M t2 i v C v- N 0 d n I M n J t2 I n M 12 I M M N 6 v c� O an 0 N 0 a E I - co E 01 z `v c G a E O 0 v U J a� tZ N 0 CN C1- 0 v 0 0 N 0 N 0 a w Z� Q z W z v cn 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 �e ' WINDOW BUCK' 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 SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER ^' ^ "n WEATHER ✓E BARRIER & tARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTK 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL O COMPATIBILITY SELF -ADHERED FLASHING 2 3 DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW 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 r�rianmv SELF -ADHERED FLASHING DECK JOIST WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING SEE DETAIL WP07 ED FLASHING 1� SELF -ADHERED FLASHING r�r�annvv 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED- VINYL SHOWER PAN SLOPS --- ,0 t 1'4" PER PLAN SHOWER SEAT WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID O NAIL BRAND OR EQUAL WEATHER Q PROOF CAULKING SELF -ADHERED FLASHING 1 SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4'4' BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER Z g a w a U) w U w M Lu z Cn I�Idil�L�7F�7 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 I I I Y I I I I I::__________________ J ^�a PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A 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 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 wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Ji CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER m Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT NEEDED IN CORNERS RUBBERIZED ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING SELF -ADHERED FLASHING 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 SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER_J 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 PAPER TO EXPOSE ADHESIVEASSHowN): - - 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 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 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. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. INSIDE CORNER �' 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. Ground 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. Water Resistant Barrier 7.7.At built-in putters. 4 FOUNDATION WEEP SCREED �I- STRIP OF SAF I -DRAINAGE PLANE WRB BOND BREAK WRB �SF LATH I- WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR I BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER- -- - SELF FURRING (SF) LATH w 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 I ,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"to 2" Above Roof Sheathing Vii I -------=`- ' Note: The building paper and metal lath must be ____ I Cement installed over the top of the weep screed. _4 Plaster TACK_ER RO_D__ over block 1 st floor FINISH WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all s ICU o c� o •�mo� .4c d C tH a G r'> CV O N N 0 N111;LE,,Vk l • \c E tv SF• ' kp ��v0 ®� No 8'S •' • "J STATE OF 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 4 v E 20 Cq 0 `° (0s N N m N # � O � oo " F- N m ui y 2S u a a a a LL Z d Y (,j LL 5 z Z 0 o OS Z L�o_o4 � m Q o���,d0W Z LLW N M Z U G H Z OU ❑❑❑ Z W Cl) M N 0 o co0 J T ti E3 Lnn+ M Z a CD W _`o " 4-J V> LJJ O-� l/) r� o 0 w �- r6 LU .. lawof 0 y U) D O N 0 ti o w M M Z Q IJL C E zo o >N Z� Zo ® E v � o� rp o p �0 ¢ 00 ¢ o w0 Z �w U.)C �om� ¢ o° Q 00 J O U m Z, ¢ w � z 50 Bill ci S �� w� a �w � aW I Wu'MV 5R o�- N > 00 i i6 i6 N I - CO r 00 L CO r LO 3 r r T' co 60 r ^ U) io r T _ 04 p LO co L.0 00 o -0 Q r N a� Lo co 6 M M N o o Z Z E r r m d E U J Q J JOB NO : 23-13137-13142 SCALE : AS NOTED SHEET NO. W P Mounting Brackets 110 Gauges 41!2'x4-1,t2"x2-12" a D. Aricher 1'C1Tedule 11r DiA. A325GaIV,TtIIl Back Cross. Support e (May be cut to W) Bracket 1(16 Gauge) T• #14 hell -€,3111ling 5�r�iro5 A/C sc1Nt Bftttann Edge 1-lurrione Strap (Typical-. in front) Front Cr€ sr s Stepp Imay be cut t Left Bracket $1 lGauge) p14 Self-Driltog StrovvsThru $rackets f1 kCrms $t1ppolrt Into AIC Unit Bottom Side (Typitalt 3 emote side for hurricane use) s,.lnaseF?L i n uAl.fin. inut s arc rishovidc�tl ro ic9m r-h 1-ia nsic zac Aa. 13e-sr . tt fell tScat1_rtdfvdaL asa3libleupon tottitelit t�sa-'uirctrti £•g �itl a�} Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fags 1 of 2/1e12p27 g ..:can, -9-q t Entity ar - .- Date. Date:Pendiho ,Date Toe- Version Manulauriam, Contact Sngineer&:License. VValklalad By validatedSubmitted FBC Approval dgpro" States.. Attionatlon 2020 Smart Vent Produce the:. Michael Graham Hermes F Nwar. P.E. Locke Barden P.E. 1211 3/2021) 121182o20, 12282020 Approved Category, Srudurel Components 0877i 441-5368 PET3778 (334)300-IBDO subcategory: Prod' as. Intromiced as a Result of hfe0smadventcan - New Techodogy C-lollanne Method Evaluation Report from a Florida Reglatemd Archreet or a Licensed Florida Professional Engineer FL#5022-16 Products:- - Gustily Assurer.. Aoorowd. for Use Aporpved for use Impact peseta, 9-0 # Rodrrd Model Number, ru Name. Product Desorption Controcl Exdlrarlon (Mle In HVHZ' Outside HVHZ Resistant Frecopr 1 SmertVenl Mpde17F1540.510 Dual Fundiorr Flood and Vennatipn Vent 12/312021 Yes Yes P41A t10oA1oo 2 SmartVem Model #1540 5.11 Dual Function Flood and Ventilation Vent 12/312023 Yes Yes NIA -100,1100 3 Smaitvent Model #1540-520 Insulated Fiord Vent 12/312021 Yes Yea NRA +100l.100 4 SmertVenl Model #f1`540 S21 Insulated Flood Vent 12l3112,023 Yea Yes NIA +1W 00 5 SmertVenl Model #1540-524 1S&qud, Geroge Door Flood Vent 12/31202 Yes Yes NIA NIA 0: SmanVmt Model #1540 570 Wood Wall Insulated Flood Vast. 12n2023 Yes 'Yes NIA +1001--100 7 stvanl Model #1940 514 mar 2/3202a 14,5&qud; Gsmge DoerFlood Vent 1i Yes Yes N/A IVA. Florida Department of Business & Professional Regulation page I of Building Codes and Standards 1114M21 Product Approval Application Detail �%+t-� = �"^�"-r'. �- 's �i gfiy��i�"^`w� ,.�'£e'�`«'�• �r ��.:��-ems �` _..� `-"� �` '� � _ Code IVAN or Date 09. [late Pennine Date T . Verson, Menuracturer C"i"t EnoMaar&Lido... validated 8v validated. iff FBC Approval Approved. status Revision 2020 Drexel Metals, Ilia Jason Shumate Zubary R. Priest Locke Bowden P.E. 08/10r2020 98109f2020 08202020 10/132020 Approved Category: Roofing (502) 303-1511 PE-74021 (334t 300-1800 subcategory: Mete[ Reding Ishumatall5idrexmet.com Comp) ante Method: Evaluation Report from e Florida Registered Architect or Licensed Flo.da Profeselonal Engineer #4#1Ya79.Re Rndndi - Quality Assurance hame-d far Use Approved for Use Impact Design $ea# Product P1. Number or Me Product Description Cordracl Exolwtlml Date nH Outside'HVHZ Resistant Pressure 1 Drexel Metal Roofing. Systems ONO 10014S, DMC 150SS, DMC 175$ DMC:200S, 1213112025 Yes No NIA +0/-180 DMC 5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 dr4 3s Dz3 Coe Entitypr Q&te tjatg Date: Rapting Data Tide yatii Mamuladturar Cormtect Bloomer & a],... Validated By validated 3ubin7tted FBCAdoroval Approved Status Revision 2020 Therma-Tm Corporation Steve Jasperson L9ndan Fr Schmidt F.E. Ryan J, fang. P.E. 0445=21 IM112020 041712021 06/=2021 Approved Category• Exterior Doers. 18001841-7628 PE-43409 f8131 767-8555- SubCategary Swinging Exterior Door Assemblies. slaspareenothanorr .a Compliance Method E d-ton Report from. om F land. Registered Archircd ora Licensed Florida - Zfess oral Englnear FL#t0A68.R5 Prodaets CitalAy Assurance Approved for Use A .... ved for Us, Imoaet Desion Sea# Product Model. Numbarar Name Product Daearipirwr C N act Eyo.atian Dale iate Outside HVNZ Resistant PPre .aut 1 a. Therma-.Tru Fiber -Classic and Smooth -Star 14-1suif 5&#39,8 &qudJmped&qud: Opaque 121312026 No Yes Yes NIA Composite Edge Fiberglass Single Door IlnawnglOutiwing, X configuration! 2 b. Therma-Tin Fiber -Classic and Smooth -Star Nommai 6039;8 &WC(;Imped&quoq Opaque 12/3112025 No Yes Yes NIA Composite Edge.Flberglass Single Door with stalitas) fl-Ing/Outswing; XO, OX or OXO cmfi9uretions). 3 c.Therma-Tru Fib-Cl-to and Naninai e&#39.8&qud; Inipaet&quol Opaque12I312026 NO Yes Yes Ni Composite Edge Fiberglass Double Door with Or without ScaIFes (fins,einglCutsNing XX orOXXO conigurulonsl. 4 d. Therma Tiu Fib -Classic and Smooth -Star Nominal 8&#3910&qud Impent&qual; Ops qua. 1213112026 No Y. Yes hI/A Composite Edge Fiberglass Singe Door' fhstsinp/0uts.ing'X call cohort; 5 e. Therma-Tru Fiber -Classic and Smooth -Star Nominal88#39:0 &quctplmp.d8quOt Opaque 121312026 No Yas Yes NIA Composite Edge Fiberglass Single Dom with - Sldeltals3(lhswinglOuNwng XO. OX or OXO coniguratlons) 6 f.Therma-Tru Fiber -Classic and Smmr-slar Nominel 8&#39;0&qudimpad&q f Opaque 1213112026 NO Yes Yes IVA Composite Etlge Fiberglass Oouble D,w wlth,Or '.'shout Sdelites (InsuringlOutswingg XX Or OXXO dr5g t ns 7 g. Thermo -Tin Fiber -Classic and$meothSter Nominal 8&#39.6 &qud lmpaetaorow; Glezed 12/312026 No Yes Yes MIA Composite Edge Fbeglese Single Do. (ImeMng/Ou1-Ir Xconfii. 8 h. Thenne-Tiu Fiber-Classicand SmoobrSter Nominel fi&#39,8 4qud:imp5O &q ol, Glazed 172312026 No. Yes Yes NIA Compceite Edge Fiberglass Single Doerwah adelie(s) tlnswmglOulswmg: XO OX or OXO comlo uretic-, 9 I. Therma-Tru Fibm-Cassic and Smodh-.9lar- Nominal 66#39;84qud,lmrehA&quol Glazed 12/312026 .No Yes Yes NA - C mposite Edge Fiberglass O..Ue Door with . or +ghost Sidelites n Ha, fOulsWn XX or OXXO n Bf II ay 9 g cglliguratlone) 10 J. Thamie-Tru Fib -Clinics, and SnSOdh-Star Ncminai 6&#39:0 &qud knpei- &quo[ Glazed 12/31Y2026 Nb Yes Yes PIA Composite Edge Fiberglass Single Door (In ngl0 t coring Xconfiguraton) it k.Therma-Tru Fiber -Classic and. Smooth -Star Nominal 8&#39;0&qudimpad&qud Glazed 12/312026 NO Yes Yes "A Composite Edge Fiberglass Single Door with Sidelile(s) Uhavingl0dsmng; XO OX w OXO configurations): 12 I. Thermo-Tru Fiber-Clasek and.9lnpah-Star Nominal 8&#39;0 &qud I psa&qud Glazed 12J312026 No Yes Yes' NIA Composite Edge Fiberglass Double Dow YAM or .thou)sdaises 0o ing1Outsyng XX or OXXO 13 iher-C sic and -oth-star m Themie-Tru F la 5nm Nominal 6&#38'88 uU Ion ct& ud Glazed al q q pa 12/ 12026 3 :No Y es Yes NIA om site eRid i-Si Singe Op po Edge erg ng Molded en'Composite Door(ems.iriyfOutemng Xcgmfipuraironl 14 n. Therma Tni E bar -Classic and.Smodth-Star Nommel 6&#39;88quctImpeof&quo): Glazed 12/312026 No yes Yes NIA Molded Open. Composite Edge Fberglass Single Do., with Gazed M Idsd Open Sd It ( I (I exngiOutswing XO OX m OXO configurations) 15 o. Therms-Tru Fiber -Classic and'Smoolli-5rar Nominal G&#398 &qudJmpact&q t Glazed 12l312026 No Yes Yes NIA Molded Open Composite Edge f berglass Dwlib: Doorwith or rdthout ENazetl l ide4 Open Sidettes llnvAnglOutsHing, XX w OXXO-.11gUrabonsl 16 p. Tharma-Tin Fiber-Classicand'Smoorti 5{ar Pwri 6&#39;8'&pu,,I.pact&q.Ot Op .. 1V312020 N. Yes Yes NIA asge Coge Fibe Coin r la aornrth 41 . D P g s.Sin Molded Open Sideitate)1lnsedatVOutsM ng XO. OX. or OXO coni9uretlonsl 17 q. Therma-TN Fiber-Classlcand Siromb-Star Nominal 60381 &quotimpaClBquot Opaque 121312026 :No Yes Yes PIA Compegite Edge Fbergiass Double Do"th.1 without Glazed Mdtled Open Sidelites IlnswingrOutswng. XXor.OXX0 configurations) ; Florida Department of Business & Professional Regulation Pagel of Building Codes and Standards 1&2021 Product Approval Application Detail 1"21111 E10ity.2E 2da j ai Date Pammna pats TV D. Ve, rsron Meluracturer contact. Errdneer& License Validated By Validated submitted FBC Approval Approved $-a Revision 4020 MT Industries Jens Roarn'rskl Miami. cede '-BGCO-CER' Miami Dede SCCO -VAL 1V192020: 10262020. 1124/2020 Approuzd Category, Extedor Doors (941).485-0100 (7661 315-2590 subcategorySliding Exterior Dog Assembles 1rosowskiGpg8noushice - CompbanceMetdad Cerhioatic, Mark or Listing on, F6e25�R33 A-os ucis Quality Assurance Approved for Use Awrovedtor Use Imoaet 2WM Spv# RoduG Model. Number or Name Rod st Dasmintibn Cordrael Ezolralion Cols in, HVHZ Outside NVHZ Resistant ?C4iF3lDt_ 9 SGD 5510:iLerge Mis to Mpxadl V.yi SlidelgGla-Door 1)4114,2021 Y. Yes Yea WA November 1, 2023 PFmX[ UK0 ';'k A PIPlRX3"V A L S4PEt"ILIF I C A T 1SHEET(2023) a approval i i Florida Statute �. and Florida ids Administrative Code 9B-� lease ro�ide the inform iron and rove numbers on the building components listed below if As required by 1 r m f p P pp � p they will be utilized on the construction project for which you are applying for a Cate gory/Subcategory Manufalcturer Product Description Approval Number(s) Test Pressures Exp. gate 1. EXTERIOR DOORS SWINGING ThermaTru Fiber -classic and Smooth- tl r I IOI" -Il i) ( T� FL2 1.1 + 7. 7. sf P 1 1/20, ThermaTru Fiber- lassic and Smooth -Star (IMPACT) FL2046 +67, -67.0 psf 121 1/202 ThermaTru Fiber -Classic and Smooth -Starr (IMPACT) T) FL2 470 +80.0/-80.0 psf 12131/2026 B. SLIDING B � MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01-40.0 psf 12131/2024 PGT Series 5570 NOA 21-0205 03 +38.7/- 8.7 psf 4114/2026 Pella Corporation Standard Performance Sliding Patio Door FL1824 +40.01-40.0 psf 2/16/2032 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 ##1105 (8 ) FL8248,3 +31.01-35.0 psf 12/31/2023 Mayne -Dalton Series 8000/810018200 ##1123 (16X7) FL824810 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Seines 8000I810018200 #1124 18 FL8248.11 +34.418.3 psf 12131/2023 D. METAL Lt3'l"EIE�+ CiRS . • ' •o r A Inc Gurnee... Or�sr n of �� nc 607 r'07' 727 747 and 847 Single 8r Pairs € ors f f f r ate' FL11 7.1 NIA (see inst -sht 12131/202 2. WINDOWS A. SINGLE HUNG MI Windows and Doors 3540 Single Flung FL17676.11 +30,0/-30.0 psf 4/12/2027 MI Windows and Doors 3540 Series Fixed Glass FL17845,1 +35 01-50.0 psf . err 4 12 2027 MI Windom and Doors 1620 Series Single Hung Non -Impact FL21637.4 +35,0/ 47,0 psf 8/1/2027 MI Windom and Doors 1620 Series Single dung Impact FL21637..8 +35,0/-47.0 psf 8128/2027 MI Windows and Doors 1620 Series Fixed ac Non-Impt FL21639.1 +55.01.55.0 psf 8/17/2026 Mi Windows and Doors 1620 Series Fixed Impact FL21639.6 +55.0/-55.0 psf 8/1512026 PGT Series 5500 FL239.2 N/A 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.01 5.0 psf 6/17/2027 B. I-IG1�12I�ITL SLIDER i�II Windowsarc! doors e •es n 188 FL15351.1 55.0/-55,0 psf p 2/1612024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 1/28/2024 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/25/2031 C. FIXED MI Windows and Doors Series 3500 HP PW FL17845.5 +70.01-75.0 psf 4/30/2026 PGT Series 5520 FL243.,5 N/A 4/30/2025 Della Corporation n 1 Series 0/20 FL6694 +.� 50.0! 0.0 psf 711612024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12131/2024 P G T Series 5500 FL261 „ 1 N/A 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING .lames i'•-Iardie BuildingProd. Gera lank. La Siding and HardiePlank La Siding p P 9 p 9 FL13192.1 - FL13192.2 NIA 12131/2023 B. SOFFITS Alside Solid and Dented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12131/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Sofa FL16544 R5 +54,21-54.2 psf 7/30/2033 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT'SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12116/2025 B. DNDERLA MENTS Tamko (for Shingle Roof) 151b Felt Dnderiayment FL12328 MIA 6/1/2026 Plyglass USA, Inc. (for Tile Roof)i POLYSTiCK TU MAX FL5259 N/A 12123/2023 C. ROOFING FASTENERS NOT USED D. ROOF V�l'`�lT1LATQRS Arch Metal om Thompson A Comp. tiff Ridge Vents g 6 18A - FL 18.4 FL1 9 169 N/ A 9/9/2026 Florida Metal Products, Inc Vent R'11/10 FL21580.3 NIA 12131/2024 Lom ancoh inc DA4 Ex ahust Vent FL17202.1 +97.51 7.5 psf 12110/2025 E. ROOFING TILES Eoral Tie • la 9 Villa 00 9 FL7849.27 - FL784 a28 N/ A 12131/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12131/2025 F. METAL ROOF Drexei Metals, Inc. DMC 100NSr DMC 150SSfDMC 175S, ODIC 200Si, DMC 5V FL17679.1 +0/-180 12131/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Gal nixed Steel Storm Panels FL15076A - FL15076r2 N/A 12/31/2023 All American Shutters Glass Galvanized Steel to Panels Storm FL17869. 1 N/A 12131/2023 6• STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS w-_ _ LISP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999i.1 - FL,1999.4 N/A 12131/2024 l�iiTek Industries) Inc. Truss Plates 7.. - FL219 1 FL219�.5 N/A 1 2131/2024 G. ENGINEERED UMBER er Weyerhaeuser Rim Board'..: LVL PSL LSL r f 5 7.1 - F . FL6 65 7.5 2 L 2 N /A 31 1 /2 25 3 0 D. MATEFJIAtL Gast -Crete Corp. High Strength Concrete Lintels FL158 N/A 5/21/2027 Commercial Concrete Products, Inc High Strength Concrete Lintels) FL1774 N/A 5125/2024 1 1 i -a-# (D N Florida Department of Business & Professional Regulation Page l of a C/) CU (D �--e Building Codes and Standards 1252o22 .� 0 � e i Product Approval Application Detail 3 iCL z - .a:• W C:) L „�.. �v1�:r���r.�� -.s -w ' .�� �;, y� �,s�"'r�.�.•€ ,_,- .�r*� ������,�."-�^ """ sp1',� , : - �` �=n„ti�zs����:. Cade Entity or Date jig Date pending PiM C T"t TTTypg on ManufacU Contact Engineer & License . Validated 9v Validated Submitted FBCApproval Aubroved Status ^V^`` ^^`` Revision 2020 Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt, RE Ryan J. King, P.E. 07P232020 GW1212020 07120=20 1011=020 Approved s•e1 W W Category: Exterior Doors (800) M-7628 PE-43409 (813) 767-0555 • ��V� }e Subcategory 5winging Exterior Door Assemblies sj.spen-n@11hmmat-co Compliance Method Evaluation Report from a m (D TZ V 0 Fonda Registered Architect or a Licensed Florida V Professional Engineer O e � ///��rW��' FL#20470-0ProUuata - = O L 0 Quality Assurance Approved for Use Aoprovod for Usa Deslan L Seq.# Product Modal Number or Name- Product Description Contract Expiration Data in HVHZ. :Outside HVHZ Rest nt Pressure �t 1 a.Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#398&quetlmpact&q uol Opaque 12J3112022 Yes Yes Yes NIA tU C) � O ` ` Composite Edge Fiberglass 5ingie Door' InakMn lO is In X gu w 9 gconfiguration) 2 b.Tharma-Tru FfberClassic and Smooth-5ar Nominal 6&#38,8 &quot,lmpad&quo) Opaque 12/3112022 Yes Yes �r11 Yes � ��rI�� Composite Edge Fiberglass Single Door With L Sidollte(4) (lnsvnnglOulst^nng XO OX or OXO t�r1e configurations) iey� .-!E u)�R /1 3 e: Therrii Fiber Classic and Smooth -Star Nominal 6&#3g8&quot9mpacAquoit Opaque: 1213112022 Yes Yes Yes *�� Composite Eltere, berg 9ase Double door with or _� •- U) vuthout Sldeil@s inOMri foutsvnn XX or OXXO V J configurations) �� V 4 d; Thermsi Filler-Classic:and Smooth -Star Nominal 8&939O&quotlmpack&quot Opaque 12131 12022 Yes Yes Yes f Composite Edge Fiberglass Single Door !� (Inswingfoutswing Xconfigurabon) N 5 e. Therma-Tru Fiber Clessio and Smooth -Star Nominal 8&k380&qu.tlmpact&quot Opaque 12131 r2022 Yes Yes 4=D Yes NIA Composite Edge Fiberglass, Single Door Wth 5ldsllte(s)(InsW.g/0ut.,,Ang, XO, OX or QXO. y •C configurations) Q 0 f.Therma-Tru Fiber -Classic and Smooth -Star Nominal 88939:0&quot1mpact&quot .Opaque 1213112022 Yes Yes Yes lA CSC Composite Edge Fiberglass Double Door With or 3: 07 Wthout Sidelites (Inswhf;/Q tserng; XX or OXXO Qi C configurations) > C 7 g. Therma-Tru Fiber Classic and Smooth -.Star Nominal .6&#39 8 &quotJmpact&picot Glazed 12/3112022 Yes Yes Yes N1A � �L Composite Edge Fiberglass Single Door ( nsv ing/Outswing, X configuration) r.- 8 h. Therma-Tru Fiber -Classic and SrrmothStar Nominal 6&#398&quotlmpact,"u6i Glazed 12/31/2022 Yes Yes Yes NfA Composite Edoe Fiberglass Sing le Door tenth CM Sldelite(s) (InsPeng/Cutsvving XO, OX or OXO configurations) - .Q er - -Star Nominal 6& 39;8 uotlm act u 'Glazed. 1213IJ2022 Yes Yes Yes NIA 14 9 i. Th ma Tru Fiber -Classic and Smooth m tF &q p &q of I� Coin osne Edge Fiberglass Double Door With. or wlthrnat Sidelitea (I nswgfOutswing, XX or OXXO C configurations) 10 j.Tharma-Tru Fiber -Classic: and,Smooth-Star Nominal 8&#390&quotlmpact4&qua Glazed. 12131/2022 Yes Yes Yes NIA. i Composite Edge Fiberglass Single Door OdawingfOuiawmg Xcorfigudetki 11 k Therma-Tru Fiber-Classic.and Smooth -Star Nominal 8&M39 0&quatimpact&quot Glued 12t$V2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door with Sldelile(s) ilnsviog/DUts einB XO, OXwr OXO configurations) 12 I.Tharma-Tru Fiber-Classicand Smooth-Siur Nominal 8&#390&qu#Idoract&qu.1 Glazed 12/31R022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door With or without &delites (I nsvnng/Outswvng; )C(oi OXXO configurations) 13 m. Therma-Tru Finer -Classic and Smooth Nominal 6&939:8&quotlmpact&quot Opaque- 12J31=22 Yes Yes Yes NIA Composite Etlge Fiberglass Singla Door tMth &quot Non-Impact&quot SIMIte(s) (Inswnngloutswing( XG, OX or OXO configurations) 14 In, Thema-Tin Fiber -Classic and Smooth -Star No'hi 6&#39;8&quotimpact&quot Opaque 12f3112022 Yes Yes Yes NIA Composite Edge Fiberglass Double Doorwlth &quot Non-Impact&quo); Sidelites (Irim-Ang/OutseMg; OXXO configuration) 15 o: Therma-Tru Flber•Classk and Smooth -Star Nominal 8&#39 O &quotimpact&quot Opaque 12rSV2022 Yes Yes Yes NJA Composite Edge Fiberglass Single Door with &quot,Non-Impact&putt Sidelitels) (Ins,mnglOutswng XO, OX or OXO aonliguredions) er a- r Fiber -Classic, and a h-SFarNominal6 #3 .t'Im a not O a 12l3112022 Yes Yes Yes NIA 16 . Th m T u F b Gia ice Sm of & g 0& u ct& ice. p' Composite Edge Fiberglass Double Door with &quot;Non-Impad&quo); Sidehtes (InewinglOutswing; - OXXOconiiguration) 17 q. Therma-Tru Fiber.Classic and Smooth -Star Nominal 6&#38 8 &quat;Non-Imp..t&quot Opaque 12f3112022 Yes Yes No NiA Composite Edge F bergfass Singla Door (Inswing/Ouiswing Xconfiguration) 48 r, Therma-Tru Fiber -Classic and $rrwoth Star Nominal 8&.8&quatNon Impao%quot Opaque 12131=2 Yes Yes No NIA Composite Edge Fiberglass Single Door with Siddlite(s) (I nsWrolOutstMng XO, OXorOXO configurations) 19 & Therrini Fiber -Classic and Smooth -Star Nominal 6&#39;8 &quot,Non-I mpact&gUet; Opaque 12/31/2022 Yes Yes No N/A Composite Edge Fiberglass Double Dow with or withoutSidelites (InswinWOutswing; 9(X or OXXO configurations) 20 t.Therma-Tru Fiber.Classic and Smooth-51ar Nominal 8&#39;0&quottlon-I mpactlicwt. Opaque 12/31f2022 Yes Yes No NlA Composite Edge Fiberglass Single Door (InskMingfOutswingiX configuration) 21 u. Therma-Tru Fiber-CFassic and Smooth Star Nominal 88#39:0 &quotNon-I mpact&quot Opaque 1213112022 Yes Yes No. NIA Composite Edge Fiberglass Single Door vnth Sidelite(s) (Ihswingtoutswirig XO' OX or DXO canflaurationst 22.. v.Therma-Tru Fipeo-Cla..I. and Smooth -Stag, Nominal B&I" O&quoi:Non-Impact&quint Opaque 12/3112022 Yea Yes No NJA Composite: Edge Fiberglass Double Door tenth or -- without Sidelitea (Inswo nWOmsuving, XX or OXX0 configurations) 23 w.Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#$98&quct Non-Impact&quot Glazed 1213112022 Yes Yes No NIA Composite Edge Fiberglass Single Door, (i nsvdngl0utywing, X ponfiguration) 24 x. Thermi Aber Classic and $mooth-Star Nominal 89#39;81quorNon nipad&quot Glazed 1213112022 Yes Yes. No NIA Composite Edge Fiberglass S ngle. Door with Sideliie(s) (InsvdngfOutewng XO, OX or OXO configurations) 25 yTherma-Tru Fitter -Classic and Smooth -Star Nominal 6W139,8&quotNon.I=act6Iuct Glazed 12G112012 Yes Yes. No NA Composite Edge Fiberglass Double Doo -Ath or without Sidalites (InawingfOutswing: XXor01 configurations) 26 2.Therma-Tru Fiber-Classito and Smooth -Star Nominal 8&#39;0&quotNon-Impact&quot Glazed IM112022 Yes Yes No NIA Composite Edge Fiberglass Single Door 0 nsWiglOuLswinitX configuration) 27 2a. Tharma-Tin Fiber -Classic and Smgom-Star Nominal 8&#M.O &quotNon-Impact&.quot, Glazed 12r312022 Yes Yes No NIA Composhe Edge Fiberglass Single DOOrwiTh .elite(s) answinglOutswrig XO. OXor OXO configurations) 28 zb. Thermei Fiber -Classic and Smooth -Star Nominal 8&#39 0 &erupt Non Ins ad&ouoL Glazed 12f3112022 Yes Yes No NIA Florida Department of Business & Professional Regulation Paget 02 Building Codes and Standards IIS12021 Product Approval Application Detail Code EniNv er Date to Data "u, Pandhw 21LA T oe Version dagutachear cooled E- r& License Validated By Validated submitted FBC, Approval Aooraved Status Rehsion 2020 MI Windows and 0oor9 Bi'eN Stinger Luls. Robedo Lomas Steven M. Uric.. PE 10/D6/2020. tOM6zd120. 10/f 92020 12M 52020 Approved Category: o : Exterior Doors 1717) 305.3300 PE-62514 (717S317-8454 - eubCategary: Sliding E%tenor Door Assemblies bsitlingerQml^,.d rpm Compliance Method: Evaluation report from a wide Reglitered Arch tact or a. Licensed Flodda ZF Proresslonal Engineer "#'15gq Ra RbtlL s Quality Assurance. Ateroyedfer Use .Approved for -0se Impact Design gag#. Produd.Mpdel. Number w. Name, Product Drearlodon - cord ... (.Esoiratlon Date In HVHZ Outside HVHZ- R.A hint Pg3sure 1 SERIES420ALUMINUM SGO. SERIES 420 ALUMI NUM SGO OXO 12/312024 No Yet No N/A 145 3/4&quotx80&quot NON -REINFORCED 2 SERIES 420 ALUMINUM SGD SERIES 420ALUMINUM SGD DX XD XX 121312024 NO Yes No NIA 96&qud;xnA&quota NON -REINFORCED 3 SERIES 420 ALUMINUM SGO REINFORCED SER IES420 ALUMI NUM SGD REINFORCED OXO /2/312024 No Yes No NIA 145-3/4&W.t;x98&qud; 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REIN FORCED OX. 12/312024 No 'Yes No N/A XO. XX 96&quotxquoti 998 5 SERIES 420 ALUMINUM SGO REINFORCED sER)ES 420 ALUMI NUM SGD REINFORCED XXX IM12024 No Yes No N/A 143&quotx96&quail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application'Detall Page 1 &2 1/9/2021 Code Ilu r e �Y 2 .tom_ �q Date Finding Date T ice.. Verson Manidacturer Contact Endineer&Lrcease Valldated8v Validated Submitted FBC Aoomval .90prd"d .Status Revision 2020 Wayna-D.R i. a wvlaon of O.vemead Door DiKo'nish John E. Scats Jeffrey P. Arneson, P.E. lbff 212020 0912WO20. 10232020 12tl52020 Approved Corporation f330i 763-8121 PE-51737 - 004) 821-5200 Category: Exterior Doors dlomishQw yne-daltono Subcategory: Sectional Exterior DowAssembfes om Compliance Method Evauatim-Repon from Florida Registered Architect or a Licensed Florida Professional Engineer FILIHISIS-00 Products Quality Assurance Aodmvetl for use Aoorwed far ux Impact Deal- $04 # Product Model. Numbaror Name. Product DescriptExalratlon ion Cordracl Date In Hi Outside HVHZ Resistant Pressure 3 BOOD/810016200 #1105 9039; Max gidth 14&#39; Mex height, Glazing 12/3112023 N. Yes Yes-31.ODF35-M available In top or Intermediate section 10 80001E100/8200 #1 Y23 9 Quin 2/312023 No 10&#39 Max w[dih 144#3 .Max height. azi 1 9 g Y as Yes +30.OD/-33.90 available In top or Intermediateseatlam 11 8000/810018200#1124. 16&05Max width 14&#39: Max hnghL Glum g 12431023 No Yes: Yea +34.40/36.M ova 19bia In or Intemmomata section. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 oil W512021 � '.._�,. �. ..�:ti" .�,.�_ .-w .��...y_" �_ .. _ - _ �.�.'s:•. s"`��r...��-.a S.St �v--.s-.. ,.��„a;' _ �z�,.�`� _,_.. - - _ ex��+ta-.5-a� Code EMilyOr gitige L�tg Date Perdido 1S.La Verve Medulacturer Contact Enaln..r& License Valldated 9y Validated submitted Pao Approval Approved 31 t�2si Re+Asion 2020 Curtis, Divrelon of AAOG. Inc Tom Retley UL LLG. Troy atshpp. P.E. 12/1012020. IMI12020 12212020 Approved Category: Exterior Doors (641) 494-2813 (954) 947-0840 Subcategory• Fxtartor Door Components tgmrattay4lilassaabby:co. Conrpli.nea:Method: Cerliieat[op Mark m Listing, m. F , 71S3TJtS Produtts Quality Assurance Approved for Use Approved for Use Imoaet n sap#. Rad el Mptl•1. Number pr Nama Roduet Mserlobin Co,*ig Emiratlen Oats In HVHZ Outside.HVHZ Resistant Pressure 1 607 T07 727; 747, 757. T77 end 847 Single and P.`I. of Flush, Glazed, and L... shad eingle and pairs of 12l312025 Yes Yes Yea NIA Doors hdIGN metal doors. CD E �a ZCIO v / CU _ > O i 0- O 0 L� U O L W U CIO m OL W Q W z J z ^J LL SHEET NO. PA 1,0. _______ __ - -6-i (1) Q) C_ I Florida Department of Business& Professional Regulation Bul Iding Sta P.O. 6 .1 9 Florida Department of Bu*ess & Professional Regulation Page 1 art Florida Dope riment of Business & Professional Regulation Paget a 1 Florida Department of Business & Professional Regulation page i orl — Cn CU (1) a U _0 > Codes a nd nda rds lr25r=2 Building Codes andstandards, 1512021 Building Codes and standarcls, Ilsr321 Building Codes andStaindards '1171' .023 = = (D 11 2 —a - ­11 I'M Product Approval Application Detail I product Approval Application Detail Product Approval Application Detail Product Approval Application Detail L_ 0— C 0 ­ I ' - I - �� "" - - - I — I � I ­ - I- � , , . I aaa. T-0 QRk Version Manufacture Entitle, at Contact Engfirlear3s Lice= Validated 0 Date Date Data Pancli"a validated Submitted FDC Approval P= Approved status � code story . [we Data Itaft, Penclil. Dal 0 99.1k Entito A P.42 It.fir Peri'll- a CU -0 Type version Manufacturer Contact So.l.ea, & Ll..­ V,tidatad Bv Valld.t.al Sellomild.d1l F3C ApPara.al Adana- enables TvDa Verdo Man.1wi Contact En.lineer & Weellin, Validated By 29, Valklated 4lubmitud FlIC Ai,prolval 2111. A01pro, slanuff, Code TV- Woriarl sinflity Vato 2M Dalle, Parldno 292 .7 ..l..' W Revision 2D20 Therma-Tru corporation Category-- Exterior Steve J-p-gort Lyrdon F, Schmidt. P. E. R�­ J. King, P.E. 843-7628 PE-43409 767-0555 I 007=21 09118r2021 1 On a(2021 1 ?fl 5f2m Approved Alffin,ation 2020 PST Industries Jens R.dmski Milefffi-Dade, SCCO - CER Mism-Dadt BCOO � VAL 11A)5�2020 11135=20 I 1AW020 Approved MI Wind- Doors Manedeatur, conl,dli Zrait—A Lie- VARldgurd By Valletitt submitted FOC A—val A- Wall— M 0 -4- U) _!� Dooms S.IbC.tergory: SvArging E,terl., Door Assemblies (800) (813) arlasperson@thermatru.co Category: Wind.- (841) 488-0100 J7130� 315-2590 ReMsion 2020 and Category: Wnd- Bront sillimier American Ar.hoadt.dal Steven M. Ulrich. PE (717) 365-3300 Manufacturers Association 317-8454 IM612020 10MG12D20 1011912020 Approved Ra'Agan 2020 MI Wind-nd Do- artnt Sifillnga, F.-st'.11--dGised! eleven M Urich. PE no 1 CA 7J2021 10109r2o2o 10/2212021 AppFavad a = W -CZ m Seg,C�Islg­y: Singh, Hong troamski@p9thridusWeec (717) G.t.gM;Wnc1-a (71 T) 365-3300 Ir,WgtryrAIIhM..�fdrm.* 471[7� 317-8454 U) Compliance Mathedi Evaluation Repartfroen a Compliance Method: Cartlildefion, vi Listing orn Subcategory: Horizontal slider b9illInger@mhad.com Sul,Catagaq: Fla.d b,lifilgerani.d.- AAMAI a) 0 -a -0 Florida Registered Archnect ora Licensed Florida Professional Engineer or I " I I I I � ,� I I - . Compliance Method: Cartilid,litleal Mark or LigUng - 1-1 Complianee, Method: Ceilification Mark or Listhig \ 0 - -0 I I I I I ,F 8 Prodooly I I - - I I I I I I __ I "I I � � I FUM5351149 lentdacts , I I I I I I- FLan7st5llll�Praducts I I I- I I I I I I I I I I I I I - \ _ = 2 = W FLo2o4el-g7prootic , I I - I Quality Assurance I ApprovedforUse ApprovetelfarLs Impact I - DeWitt, �, sea a Product Model, Number or Nam I I I I C.G.Wtv Palverearce A-vielf,Us, IAP(IuAt Description react Expiration Date In HVHZ A,-ml to, Use Outside HVH I -1 nradeact Deal- Registers Pressure " I I Quell, A ... .... I Approyiel for Use ApprQyod for Use Impact Design - - -, I I I I � I 11 O"IthrAssunard. I , , " . I -1 I , i_ I - I A Amoyed for Use Approved for Use W= 2tft 0 0- C -2 = 3: sea N Froduct Model. Number or Nam Frodutt Descrioltion Cgntragt Expiration Date in HVHZ Outside HVHZ ReSilitall Pritestur 2 SH5500 (Large M,sil. Impauti Vnyl Single Hung Wind- 31IM12025 Y_ Y­ Yee NfA a-- Product Modol. Number or Nam Product Oaded.tion Cardrect ExuIr,11- Data in HVHZ outdid, HVHZ Roalstand Enligioura al"Iff Product ModQ, Number or Name F1.c1u.1 Igo-liptI.., catiffiept Micalranon Data In Hv1Z HVH Rosistand Piesepro 0 U_ — I HS I ful Fin And Filing. Fla., 73x62 Imialed Go,s 0211642024 No yee No -M-35 1 3500 H13 PW 7�.60 Fit Plane 04130rM6 No Yes No -75/t2 = - - 1 a Ther-Tru Filber-Classi. and Sima.th-St., Nominal 69#39:8 &qWt;Non-1mpadt&quct; Opaque 1W112022 I No Yes No MIA 2 115000 IFIF 81.63 Fit P-A 0413CJ2026 W. Y- No �501.111111, CU C) '*-a# ',�. M Octrip.gite Edge Fiberglass Single Door (lravvinglOu wing Xconfiguration) is . 3 1 PWW SUM Fit Pr- 0811612025 . - No No _60Ae M C) > 2 to Twrma.Tru Fflogr-ClAssicz and Smooth -Star Nominal 6& 939;8 &quot:Nondmpact8iquot, Qpaqu6 12)3112022 No yet No NrA 4 3500 HIP PVV SU72 Fit Fla., 0430420216 No Y. No 0051-W — Composite Edge Filbargloiss, Single [Doww" Sid.11to(.) OX CXO 5 3500 HP PW 6 350 HP PW 7WO I'Vilta Flame 04130t2026 91 11 1��,:�1:1 F11 11�11101n'00121 No N . AQW No No a) " L_ 0rs,4ngJOubgvvIng;LX0' or a JU04= C= U) _11-0 CL configurations) 7 35000 HP PW " g From. N: F C, 6 He 0 . 6 &X 1= Cn M ' F 3 c. Therme-Tru Fiber-Ciassic and Smooth -Star Nominal 68#�9;8 &quos;Non-lrmaact&quot: Opaque 12f3112022 No Yea No MIA - 91 _149 = Or 1i M E CIO 'R CL Ftlae,giasig Composite Edge Double Door with or Wth.ulSid�liW�it-i�,q�.O.t.4�fl;XX.,OXXC la- = U) < - �" ' .,-; = LL_ C_ A " \_��� �7 C, - - >" configurations) -0 . - 4 cl. Thermo-Tru Fiber -Classic and Smooth-Siar Nominal 7&0:39�0 &quot,N.r.ImpAat3qu# Opaque 1�fSlt2022 No Y As No NIA , .!2 - E !-: Composite Edge Fiberglass Single Dox - up T'i --'� Z= -ca 5 A. Therma-Tru Fiber-Classio and Smooth-Slar (InsOnylOutsvvirig Xconfiguraticti) Nominal 7&#30;0 icuct;Nor-Impactiquat Opaque 12fS1/2D22 C.�p-it.Edg.Fib.rRla�*Singl.D..,iith No Yea No N/A gC _ C14 - w- a) W :Ne 59 -a = W I ,$id.lit.Cs)(Ins�AnglOut�,ing;XO.OXorOXO configurations) CL) - = =_ - ::; E = = V! 6 f. Therma-Tru Fiber -Classic and Smooth-Ster Norrimal 8&#39:0 &quotNon-M­mCact&quot; Opaque 12/31i2022 No Yea No NfA Florida Department of Business & Professional Regulation Page 1 of I Forda Department of Business & Professional Regulation Page 1 of I Florida Department of Business &Professional Regubtion C31 am 0 0 :Elua TTM I Composite Edge Fibe,figlass Single Door Building Codes a no Standards 11512021 Building Codes and Standards 115121321 Building Codes and Standards = = 31-re onswriglOutswing Xconfiguration) iquot:�Non-lmpact&quot� -�; 3: 7 g. Tharins-Tru Fliber-Classuo and Smooth -Star N.rdn.1 8&#39�O Opaque 12i3112022 r-orripositerdgeFibeTglassSngleDo�,jith P40 Y­ No NfA Product Approval Application Detail Product Approval Application Detail Product Approval Application Detall . W W -= ::-- 8 In. Therma-Tr. Fbe,-Gladd�i� and S'­th-St., Sidelitefs) (I nsivinglOutsvong, XO, OX a OXO configurations) Nominal 6&#3!�;O &quotNon.1rmaaCt&quot; Opaque 1213112022 No Yes No NfA S = 1, , - .... � , � I - I � 11 - - � Composite, Edge Fiberglass loubl. Co.-Arth or Wtrourl Sidefiteg (InWfingiCulaieving; XX or OXXO configurations) code TV" vent. Miliffifilacture Entity . I Date pild", Contact sligmW&Uesonso Validated 5y Validated ftlorI cato pandino PIC Approval . - Da", Approve stalms Co's. TY0. Venda Manwactur. entity 9 Contact Irchrear-6, Licalls. Validated ev Data 2119 Date demand validated a" FeC Aoi,rdvd 211M Appop inaturo Coco LM varil- himmulad.r. malty or 6rd,et Erctmnar & Li- Vollici IN � Platt Owe Data Wait, Date, Vafidatpd 5,brolitteill FBC A,,,"v,l Artemood 2 A& 4 9 i. Themia-Tru Fiber -Classic and Smooth -Star Nominal 6&#a9;8 &quot:Non-lmpact&quot: Glazed 1213112022 No Yes No NIA MfIrmatIon 2020 PST Industries Jana R--sNi Mi-i-D.d. B000 - CER Mi­�Dnd. BCCO - VAL 111OW702p 111OW2020 WW2020 Apprev,edl Revision 202D MI Mlind-A-d [).a. Brent Sifilinger Luis R Lomas, Pr Steven M Urieh PE 1OW2020 101OW020 10t19P2Q20 1211512020 Appinovned Affirmation 2020 PDT IndUgtras Jong RoWwald Maximl-Dadis,DOCO - CER Mlaml-Dade 8000 - VAIL 11105/2020 IIJ05)21320 1 in U2020 Apiel,ovad Composite Edd� Fiberglass b)rge Door C.fitcory:wlrdawa J541) 486-0100 (786) 3i5-2500 Category; V,qnd-. (717) 365-5UP PE-02514 (7117� 317-5464 category: wmd-a (041) 4a&V100 i7861315-2590 (Ing"nelOutswring Xwnrfiguration� Subcategory: I'Wed Jrosow'kIQpgdndv.Wo%c subcategory; me Won, ,sitIrVer@mI,ad.cprm 3.1,CM,gory; Mulli- jr-A,glilopUthrJustriesc '�? 10 1. Therma.-TrU Fiber -Classic AM Smacth-Star Nominal 6&#39;8 liquotNon-Impact8quot; Glazed 12131/2022 Composite Edge Fiberglass Single Door vvith SIdelite(g) (ImgWngJOtdsv0ng XO, OX or OXO I No Yes No NfA Complete. Method: Certification Mark or Listing I I I I I rLOZ43.R24 Pr.dU ' I I I _ I � I am I I I I I 11 I I I I , e '� I I I 1� � I 11 I I , I I I" I 11 � � I I I I e , 1, "I I I I I I I I 11 : I ccaripill... "eh"C7 "'a"'. Report #.m A FloriftRegi heaArchiftectoralLicangediFtoride "' Professional Engine. Compliance Method C.itiftAten Mark or Ltalmg I � , Filrail-R13 Orodlicis � '- '� � �' : � am � ' ' I I I � , , " � I ' � I � . � I 11 � I 11 , I I , I I I I I 1� 11 I 1, - � I 11 � I configurations) I I I I I 11 I I I I I I 1, I I I , 11 I I I � � 11 , � I , " I I I I I 11 I 11 k. Ther-Tru Fiber-Classio And Smooth -Star Norr�na[eA#ag:8&quot;Non-ImpaM&quet; Gtaaedl 12*112022 No Yea No NIA G,r,W A ...... Aeprovad for LIS Approwd for Us, himpact Ifi,glam ,FLjU3553-It5 Products I I" I � I I I � I �' 1, I I " I I I I I I I I �' , I I � � I Quart, A ... r­ A--d for use A-,v,d far Us, !mud D.A., Z Composite Edge Rtborgl.ss Double Door veth or 2W P,.d,.l M.doll. Number ,, Islattes, Product 0-1.8- Contract Wren." Data in HVHZ Outside HVH Rosishvit Pr ... bre I � I I I .­ , 11 I I I I I I I Sao 0 term Product O-rhIllit. Contract E.Alrei Dart In I1VHZ Outside HVHZ Resistant laritinult Wthoul.Sidelites firsvvitigfOutso,fing: YX or OXXO 5 PW-5!520 (L.ga Mesita lmptdt� Vnyl Mad Mnd.-. 04aO/2025 yes Y.. Yea MIA O"ll, Assurance A-,-d for Us, Approved to, Us, hall allsion i Mulliont f& Ali Deam And Wind -A A.Min- Mullion. 0512SI2026 Yes Y. Y - NiA Configurations) 8-0 ldt,dult Made[. Numbar A, N,- Prodigal careened- Contact E.01COU'l Oak. I, HvHz outside HVHZ RoleWnt P .... ur, 12 I 1 Therma.7ru FIber,CdsSF and Smooth -Star Nominal 7UN,*0 &quotNon.lmpact&quot,' Glazed 12J31=22 No Yes No NIA 2 5764 Vertical Aluminum Mullion 12t3l,2024 No Y. Yea MIA C..p.site Edge Fiberglass Srigle Door (I muovingtOuts,mrig; X conNuration) 13 m. 7herma-Tm fiber-Classip and Smooth -Star Normal 7M9:0 &quot,Non-lmcaArt&qvot Glazed IV3112022 C-p-iff. Edge R b.rgl.. Single D- Wilt No You, No N/A Sidalit.(s) (In-AnglOut-ang. XO, OX or OXO configurations) 14 n, Therme-Tru Fiber-Classc and Smo,oth-Star Norrinal 8W9:0 8squcrt;Non-lrhpact&quot; Glazed IW3112C22 No Yea No WA Z Composite Edge Fiberglass Single Dow (InsvOng/Outsvingir Xconfigurstion) 15 0, Therma-Tru Filbar-Classic and Smocith.6tar NorHnal8&#39;0&qpot;Non,l�"Maluot, Glazed 1213112G22 No Yea No WA I Composta Edge Fiberglass Single Door with Sidelite(s) (I risvAtigittoutavving; XO, OX or OXQ configurations) Florida Department of Susiress & Professional Regulation page 1 of 1 Florida Department Of Business &Professional Regulation Pop 2 V2 Florida Department of Business & Professional Regulation P296 3 :04 16 p. Therma-Tru Filber,Classic arld Smooth-Stgr Nominal 8039 ;O &quat;Ncn-1 mpactlilquot; Glazed 12/3112022 Composite Edge Fiberglass Double Door wth or No Yea No INA Building Codes and Standards . VA12021 Building Codes and Standards 10021i Building Codes and Standards 3WI)n WthoUt Sidelites, (Ins,evinglOulsofing; XX or OXX0 conligumuons) Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail � ' LU 17 q, Therm-Tru Filder-Cisissic and Smooth.Sla, Nominal 6&#�S;8 &quot,,Nor-Impact&quot; Opaque 1213112022 No Yes No NrA — - I I - � 'v'n , ,", � I �i g *W, a ­ ­ I Composite rdge Fiberglass Single Door Wth Trwaorri(In.vvinglOutieding =oarri1q.tation) 18 r. Therma-Tru Fiber -Classic and Smooth-Stsir Norrunal 69#39:8 &quot:Non-lmpcvCl8�quot: Opaque 12/31M22 No Yea, No NfA i'." 15116to OF Ro 2111111 Vale Finding I 2" - - Code, Enfltv or Ely, , - . , , Date Data Date leamthen _Mw 201 codo Errity or 1 Data Data Date Pending 2M Compexote Edge Fiberglass Single Door with Slftfirie(s) and TriAmsomn (InsuvirglOutak'Ang; 01X0' TV- Verslo Marrulactur Contact Ifildneefst,10allSe Validated By V.11dat.d Suomi F&C AIWOVal Approvo status TvPA West- Mare.feuctua.r. com.et Enam-A Lt.... vemd.tpa my Validated Suldrittlad FEC Ainipir-I Apierc- atals'. 7VI)e version Manutecturair Contact ellwoper a License validated my W114.1. aullonilthell FBC Approval Applay, status 01OX or O/OXO demligitiations) R.'Asion 2020 James Hardie 5,11ang P.dv,t,i Inc Chad Dierchs V. Aldneu, Ta. John Southard, P.E. 0111),5120,21 12M 02020 OV0612021 ding F80 App, Romisim 2020 Asia. NickTh-p.- Lyndon F. Schirnict; P�E Fly- J. Ki,g, P. F. 0211512021 02JI512021 02122f2021 04113/2021 Approved ftv'i.n 2020 GAF lie.ho.lahlh Robert Ni.rimn- J.hrW. Kr.A,4dh, PE 1211MO22 12MM2022 12020r2022 021070023 Approved 19 s. Therma-Trit Fibet-Claussic, and Snimth-Star N.min.1 6&#39;8 &q.otNgn-Innpgav,t&qu.t Opaque 121-3112022 No Yes No MIA Category! Panel Wallis (909) 545-059 PE­$1682 (352) 367-2526 colagorr. Panel WAHs �$3(1) 922-2WO PE4�409 IWIN 7eT-6555 Category: Roofing ($00) 78$-3411 PE-591,36 1 t954) 7724224 Composite Edge F beiglage Single Door with Subcategory! SdIng chad(diereksOjennesh and 6.1liCelt.gory: S.Iffift, Ithompgaroplmd-om Subcategory: AAph.k Shinglea mdtiAh@pic.m Sidelite(s) Vravvn9JOuptMng: XO, OXor OXO Covniplianca Mathodt Evaluation Report them a scorn compliance Motheo: Evaluation Report from a CoMplIffince Method: Evaluation Report from a mi Conlin uous Head and Sill Configurations) Florida Reglgt�dAmhiteat or a Licensed Florida Florida Registered Architect or 2 Liconsed Flonda Florid. RepleereaAminitect or. Licensed Florida 20 t Therma-Tru Fiber-Classc and Smooth -Star Nominal 45&#30;0 &quot;Wor-impaCt&quot, Opaque 11S112022 No Yea No N/A P,.f-,4..l Engineer Pral-W-Al F.Ont., Preload-] En gin., Composite Edge Fiberglass Single Dcorwth 11 I � I - I L 1, - I I I - I I I � I Sid.lift,(g) (I r-A nglOuti XO, OX or OXO I " - I =24MAtaillilm I I � I I I " I I � I I I I I . I I I I "I � I FL*16V24t5 Products I I "I I I 11 � �11 I , I I I � I I I . I I I I . I 11 � I I I 1, .15133 Products I ; "10124 1 � � - I - 1� I I 11 I I I - -1, 11 - I , �� �' I I I I -1 . I - I � � ''I I I I I I I 11 I I I I 1 21 U. Therma-Tru Fiber -Classic and Smooth -Star Continuous Head MCI '9ifil configumi Nominal 6&#39;8 &qua%Ncd-lmpaCt&quat; Glazed 12t3112022 No Yes No N/A CluallIvAssurariost Approved for Us. Approved for Us, Impact Dollar I I - I I - I I Quality A.U... I I 1 Approved f., Use Approved ft,r use Impact Cagle, I I Qualifti,Asvurim.. I -1 I I - I Apff-d for use Aw.viedlim-I.I.. I.P Dealer, Co�pcslt. Edge Fiberglass Shole Door vvith AMA Produet Model. thamber or Nam Product Description Contact emiratifloff ovd. 1.1 HVHZ Outside, HVM Resistant Pressurg a-- # len,duld Model. Number ar Name Product Ot,girliffia Contract Expiration Date in HVHZ Outside HVHZ Otal.i. Pressure 3-90 Product MO(fol. Number a' Kam pfQo1vol; 00se"Ptiol C."11041 OKPIWQII Data if) hvNZ outside HV14Z Resistant; Pressure Sidelite(s) (lmsvvngJCvtaWngz XO, OX or OXO I Cemphuilk LAP Siding fib-ce-rit I.p siding 12131r2023 Y'. yea NiA MIA 1 A. &q.d;2T8q. � Sdffit VaM or Sold Vinyl ScHt 1213112023 No Yea No NfA i GAFAAph.it R-I'ShIngles far us. in PSC n--HV14Z Flbar&� rainno-al 3-talb, laminated! 5-tab and 12/16J2925 No yea WA NIA Continuous Head and Sill configurations) 2 H.,dl,Perk Lep Siding fla-ce-ni top Aiding 12131P2023 Y. Y_ MIA MIA 2 b. $-quot?,A19ance T,!Muft Soffit V.0 orsolid vinyl SOM 1WI12G23 No yes No MIA leri.diction. hipMdga .gI shingles 22 v. Therma-Tru Fiber -Classic slid Smooth -star Nominal,B&#39:0&quot:Non-Impact&quot; Glazed 1213112D22 No Yea No NiA 3 c. aquotGreeribihir Vintage Seadc,1443VOoffit vent or sold'A,yl Sam 12/olf2023 No Yea No MIA Comlomite Edge Fi beriploss Single Dow voth 4 d. &q..t;D5&q.ct;Sdft Vent 0,50i Vinyl Sant 1213112023 No Yes No MIA Sidefile(s) (InitmilglOutsueng: XQ, OX or OXO Continuous Head and Sill conflourations) 5 3,quat;CluarterOakilquat Soffit Vent w Sold Viryl "t 12J31/2G23 M. Yes No N/A 23 W Therma-TTU Fiber-Classicand Smactri-Star Nominal 6&#39;8 &quot;Non-Impartilquot, Opaque 12J31i2022 No yes No NIA 6 11.'&quotSuper Span&quot: Sank Vent of Sold Virtyl ScUt 12)3112023 No Yea No MIA C.mpositeEdg. Fiberglass Door P.-I-ith Vamt.cl F Sidelite(s) (Inswng/Outswng: XX XXX o,X>= -figrtmati.ne) 24 X, Thennna-TInu Flibef-Vassic, and Smoth-Star Nominal 6&439;0 &quCt,Non4mPaCt&quolt; Opaque 12f3l/2D22 No Y.. No WA C.hiposilte EdgeFterglass Door Pane]sWth Vented Sidelite(s) (I naval ligifOurtenvirip: XX, XXX . XXXX Configurations) 25 Y, Thwma-Tm Fiber-Classin and Smooth -Star Norrinal 6&#39;8&quotNon-Impact&quot7. Glazed 1213112022 No Yes No N/A Composite Edge Fiberglass Door Painelsvvith Vented Sidelite(s) (InswriglOutsvoung. XX. XXXo,r XXXX Florida Department of Business & Professional Regulation Pap 1 02 Force Department of Business & Professional Regulation Pop I Ail Floncle Department of Business & Professional Regulaton page I .fl 26 z. Therrinds-T. Fiber-Cliassic and Smo.th-St.r confourabons) Nominal 8&#39;O&quotNon.1rWact8quot; Glazed 12n1t2022 No Yes No NIA Building Codes and Standards 711012013 B(Alldng Codes and Standards I&rfi2l Building Codes and Standards ia2021 C.imporre, Edo. Fib.rQtag,a Door Pawls vvith Vented Siddite(s) (InswngfOut-Ong, XX W or X)Q',X Product Approval Application Detail Product Approval Application Detail Product Approval Application Data! I configurations) 27 za, Thermia-Tru Fiber-Cassic and Smooth -Star Nominal r>&#39;8 &quot;Non-Impac1&quot Glazed 1213112022 Composite Edge Fiberglass Single Doorwith 3&,#39;0 No Yes No INIA -1 -, .1, "r, - Sidelits(s) (InwArgiOurig,ving. XO, OX or 0XO 1 OUT I 1-10-1. ­ . configurations) 920A Entity or 040 Date Data Pattern, Due awt Entity - 20 291 CA, ftn,l,, 2" Cold. Ehi � Data cled. Old, peand., We 28 z10 Themna-Tru Fiber-Cessicand Snrvoctl­�Star Norrifinal 69#39;8 &quotNon-lmpaCd&quot: Glazed! 1213112022 No Y.A. No NIA _TW Version Manufacture Contact En.lr- & _1 .... VaUdated By vaild 4roarlhod FIC Aocroval Appro status Type Vend. Manufacture Contact Brolnooell, Lkiffirse Validated By Validated submitted F5C Appirosell Appro Malus 7".. Winston Manufackfint, , Contact Er"rever 8 Voinge, VAROated 0, validated Submitted I'ScA,or ... I Ainsrv,eral $140a Composite Fdge Fiberglass Double Door Wth Ii 2020 TAMKD &!long Products LLC K-ledan Robert Nerniner, John W. Kn.-I.h; PIE 06/0412022 08/62/2022 0810612022 1011112022 Approved R.'Asi. 2020 L.V. Thompson, I- do. Thompson AnditActunt T.,yChrist,runt Zachary R� P'sest Slaven M Unch, PE 09A 712020 09/1612020 09122J2M 12115nU20 Approved Revsion 2020 Fletid. Metal Pladace In.. clak...5 James L. 12-ke, P E.@ Steven M. Urah. PF; 09,12712020 W25J2020 IM4,2021) 12116=20 Approved 3&939:0 Sidallfies (InnowngfOulav,Ang; OXXO Category: Roofing r4171624�S644 PE-59166 (954) 772-6224 Metals Company (TAMCO) 18131246-3456 PE-74621 C,17)317-0454 Cal Floating (904) 7133�6400 0BUCKErgiii—irig i?17) 317-6454 29 zc, Tharmet.Tru FkberZIa0c_ard,5mocldh�Shlr config6ration) Noh�lhgl 8&939:0 &quot:Won-lmpact&quot; Glazed 12/3112022 No Yet No NIA subcategory: Undensynnanus kendeclonelaniko-ni Cal.g.,ir: Roofing tonyQQomeia;roofrV.om SubCatogoryi RoDfirid ftceaserce; that we an dark0,11anna-m PE-11 242 Composite Edge Fiberglass Single Door with 3&#39;0 Compliance Method: Elallation P.Port from a Subcategory: RecifinvAddessariadi that are an Integral Part drith, Reading sydtann Sidelite(s) (1nswNJOut9Wng XO, OX or OXO Hernia ReQW.AgdAr­dhIt.d dr. U.arsad Florida Integral Part of the Rovi System Compliance lik,thodi Evaluation Report from a � configurations) PratesslonalErgineor COMPI am, Machado E'Oluatim Rispart frora a Florida ReglieredArchilact,r, ucenaVal Florida 30 zd. Thermet-Tru Piher,Classic and Smooth -Star Nominal 6&#S9,0,&quot;Non -ImpactlIquot; Glazed 12012022 No yes, No NfA � I � . I I I 'I'll I I I I I I - I � I I 11 Florid.tRiel-clArchitect- Lic-ad Florida P,.r ... lariat E,Uln,.r Composite rdge Fiberglass Double Door voth � FL#1g32Q*10P,odtudts I 11 '- ­�' ,,, � " " _" , " � � I I 11 , , 1 I I I 111'1� I— _­ I � 1, I— � I - I � I I I I I I I I I I I I �' I" It ­ Professional Engineer I I I I I I I I I I I I - I I 1, I I I I I I , I - 38,931):0 Sid.fides flnevvinglOutsvorgI 0)lXO I I I 1, I I � . I 11 I I - I 1, ': - 0-11tv, A--,,, Aporovad for Us I 0 I , A- � ­0 far Us, ,,, I -.1 I 11-kan IL910,1843 Pin4dUcts I I I I I � � 11 I I I ''I I I I I I I I I I I I I FLidnatip-m Flutiends, , ,' I I � 11 I I � - I -1 , �' I I __ I I -1 " 11 I I � I I I - 11 I - I 11 �, - � I � I - I 31 ze, T herma -Tru Fiber -Classic and Smooth -Star configumition) Nominal 7M9;G &quot,Non-ImPavt&quct; Shaker 12f3l/2022 No Yes. No NIA $a- A Product Modest. Number or Went Product Description C-1 ... i ExAration, Data 1, HVHZ Outdid, HvRZ Resistant Pressure I I I I � I I � � 11 Ovalill, A-meme, I I I ApiparovedlesiI Acandoad for Use 11109 Rg&WL Ram Product Model- Neambat w Nam Quality Alffrunincq Product description Contrad im,tWation Data Approved for Use , Awroved for Use Impact Militia In hvbz DeAsida hvkz Resistant P­ Series Composite Edge Glazed Fiberglass Single 1 TANI Floor UndAr.ynignbe (HVHZ) Rocifundarayments for usefin FPZ HVHZ 06101/2026 Yes No N/A WA See, # Prod.0 Model. Number A, Memo prodwic(offacriptl Coat -A E,I,,ti,, Data 1, 14VHZ Ouihshss HVH R0.1.1ra'd Proature 3 � - FLAMCO &q.01;RV10 Ridge VAnts-qu-t: Numirem Ridge vents forpAlh.4 reols fabricated 12alJ2024 No Y.g No IWA Door %%tith or Yothout 1&#39.2 Sdelite(s) (InsviinglOutswing. X, 04 XO or OXQ comfigorations) I 2 TAMK0 Float Underayments(NON-WHZ) Jurisdiction.. Roofunderlaymems taws in FSC Nw-HVHZ DWOIM26 No Yes N/A NfA I TAMCD Flat Top Off -Ridge Vent with agree Ice ne 26 go static roof ventiAtor wait taffl. 09109,2026 vs. Yet MIA N/A from 0. 025'Alv cor- turisdetiong. 2 3 TAMCQGoo, nackVant TAMCO Off-Ridg. Floor Vent with Battle 269.. OSIOM2020 26 g.. s.lic roaf-til.t. .11, mtag.bnd baffic 09/09a026 No, Yea y - Yet MIA .0).52�fi N/A MfA 4 TAMCO Round Top Off-Relgo Vent with Saftsfar Tito 20 p. stage ,Cof writil.por �ith battle 09109a02C Yee Yet MIA MIA Florida Department of Business and Professional Regulation Florida Department of Business & Professional Regulation Psgill of I Florida Department of Business & Professional Regulation rapt �3 Florida Department of Business & Professional Regulation page I of 1 Building Codes and Standards 1MA21 Building Codes and Standards MJ21021 Building Codes and Standards 302023 Building Codes and Standards Product Approval Application Detail 3115/2022 Product Approval Application Data 11 - --- Product Approval Application Detail Product Approval Application Detail U) I - - - , � "I I I 11 - - I I - - � I 001 " 921k ius Varsk, Maralliclumar R.0,1- 2020 tomando Infity a Data Dee Contact Erushn-&I-icars. "idatad By v0dated sub."fibid Katrina J.1ty James L, B.Clener, PEL Stevent M. Ulrich, PE 11/2312020 1V23r2021) Date Poriclua FaC Aboaroval 11129r,020 Deal. Aid-ved Status on a F5C Apion LW_e TM Wraton Re-Asion 2020 lflaquWtu 11-1 R.annso E,tftv .' corraet Enal-er & License validated By Anderger, Robin APM0 Unit.- Eve I..U.n GaryVil-Wak., Data Can, Data Pend- Valloated submitted FOC, Approval 1 IM312020 1 1 iO2r2O2O 2a - Approved status 1110512D20 Approved call- Type version Meallifigglur Rev.- 2020 Gabel Pictured. P,odl�dg, LILC. entry . cwtwt Erdwor& Litotes Widened by Tim F.Ibbs., WWWA, TIIIitJ,_ P.E John W, K-AvO, PE Data cme Palo Forcing Vat. V.11dal. gubmltt.d FICApproval ADDrovoel 31?4VS )9MM20 DWOM20 10do4Q020 12/151202D Approved CD FL#S2U-R31 Code Entity o 2919. 2fitt Date Date Status Category: Rooling 4501) 9B3-3163 PE-31242 (717) 317-6454 category.. Fooling (WI) 380-6091 ServiceS LLC. (205) 854-0100 Category: 0utt" (954) 60-7645 PE-44167 I954) 772-6224 Ty pe Version Manufacturer Contact Lnginear & Validated 8 Validated Submitted Pending A p.p oved Approved _ _ — _X L_ Revision 7020 POLYGLASS USA Maury,Alpert, License John W 1 W26/2020 1012212020 FBC 12f1512020 SubCategary: Roofing Accessories Ithat Are an Integral Part of the Rocftg Syshinn Compliance Method: E,guatkilRepoalroma k.)i.yP_I­oc.m SubCat.sg.ry7 Roane a Tfl.� Campla- Method! Evaluatian Report fron, a ProductEvoluefienEntly RobinAndergun4pboral.do in SuloCatesiory: slum Panels Caanpflisnce M.tt,.d' Evaluation Report tom A tritrobirsortillgpipent,co m Categoi Roofing S9542331330$malpert@polyglass.00m Robert Nierninen Knezevich� PE proval FlandallegisteradA,,hila,tora LicargedIRWala I I I I I I FloridaRogisterodArchRocrora Joemsed Florida I SubCategory: PE-59168 (954) 772-6224 11/01f2020 P,esseloretEran ... � 17197849,R12 Or,pleecit, I � 11 I � "I I I , I I I I I I I I I I I I I I '' I " 1, I I � , , I I Rofla'sion.l Engine., � I I I � I I I I I z I I c I I I Underlbayments Compliance Method: I I I I - ruidt r2omis Produots, , � 1, : , I I I -1 � 1, I . I ­ - I , 11 � I I , � I � 411 I , I I I , I I I I I I I � I 1: I ,� I ­ I � I I I "I Quality A-.- Ampr-dWILN. I I I � I App-of far Lisa I I I I I I I I I I - impact Costal, 521-V to Product Model, Numbw or lealme, Saxorly, Shake, Slate, Country Slate, SPV Old English Ousfily Assurance Product Destination Contract E,igbration 2& Flat Profile - Denver, CO 12/3112020 Approved for Use Approved for Use in KVKZ Outside HVI4Z No Yes Impact am Resistant P,,e,r, MIA MIA I I � .Fjld$QM'ft2d.d. � , , �;_ �': , I , , e�' 11 - 11 � , I I I I I 11 - - " I I 11 I'll "I I I I I :,', <� - I I I I I I I 11 Quality Assuranto I � - I I I ­1 ­ " I � I I '; I , I I 11 I I 1­11 I 1 I I � AporovildforUske Appro"d for Uss, Irmpact Dedurn E Evaluation ReportfrOm $1.0 Product Model. Numbym Me Product Description Contract ExalrAkin Date I, HVIHZ Out.1d, HVH Rvoldit.rt pronut4t, Thnich 8.rnp: I.p.0 S." Product Model, Number Or Name Product 0 ... ri,tion In HVHZ Cutted, HV"Z Resistant Prit-un, a Florida Registered I Dock-AOT� DA-4 or TRI-Oullt Dock-AF DA-4 Low Prate, Polypropylene Plastic. Roof Vent 12Ji012025 No yea No -97.51-97,5 i7 Saxony 600 - Slate. Shake &amp: Split Shake Flat Profile - stockition, CA 1213U2020 no Yes NI& NfA 1 20 Cap, Galvanized Steel Storm PAnegiHVHZ Can.g.tad G.1-1-d Site St.. P­1­1.iru�d JV31002� Yes Yes yet, MIA 'allealealill Architect or a Licensed Florida Professional Mechanically Ala�hed to Plywood Dock. to ig Saxony 600 - $lare. Shako Samp: Split Shake Saxony 7 00 - Shake. Slato Urrr,, Split Snake Flat Ratio - Rialto, CA 12�31QO20 Flat Plane - Scadktdr. CA 12al 0020 No Yes No Yes MIA MfA MIA WA 2 24 Cape Galvanized St -I Slamn P.n.lgINIAVHZ or .at by knolle. to p-Id. h-ident, ri-AI Corrugated Galvanized Steel storm Fantle retained 12131r.2023 No Yet vies MIA = (D Engineer 20 27 S.,I­00-Sh.k., SlateUmp; SplItSh.ka TIJAI .paiul/R.I.Ion. Flat Profile - R10. ' CA 12/31/2020 High Profile - Katy, TX 12131f2020 No yea No Y.. N.fA MIA N/A N/A a not by trads, 10 pirwice, hurricane proreollon. a) 1 FL#5259-R31 Products 28 Val. Low Prohlb, Katy, 7X 1213112M No Yea MIA, NfA = am-lity-Mim-� AQlZMAd_fqLQ22 contract E!Ep�Fatlon in HVHZ troved for Uso outside IHVIH Imem Rametant Design Press or& W i__ Llf Product Model, Nurnber or Names Product Dnascriekgg "a 1 Polyglass Roof Undeflayments Roofing undeflayments 10/21,7M2 No Yes N/A +NIIV-622.5 i PoWlass Roof Undeflayments (HVHZ) Polyglass roof underlayments for use in Fact X2312023 Yes No NIA NIA ICU HVH1Z1ur1.dl.d-, � � > 2 Polyglass R oof U n derlayments (non -H VH2�1 Polyglass roof underlayments, for u So In 12i23124123 No FBC non+iVHZ jurisdictions. Yes NIA +NIPJ-622.5 CU 0 1 P*gla- R-fUlideflayment. (HVHZ) Polyglass roof undedayments for use in FBC 1 2J2312023 Yes No NIA N/A Florida Department of Business& Professional Regulation Page I of I Fiolricla Department of Business & Professional Regulation P.p I 04`1 Florida Department of Business & Professional Regulation Page 1 a" " 2 Polyglass Roof Underhyments (nm-HVH2:i HVHZ Jurisdicedons, Polyginsis roof undersyments, for u as in IWN2023 No Y_ NIA +NIAl-622.5 Building Codes and Standards 1,25,2022 Build ng Codes and Standards 11712021 Building Codes and Standards 117PO21 > 0_ FBC non,H1VHZ jurisdictions. Product Approval Application Detail Product Approval Application Detail Product Approval Application Detal I 0- I loolyglass RutofUnderlayments (HVHZ) Polyglisss roof underlayments for use in FBCl2f2312023 ye. HVHlZ Jurisdictions, No NIA NIA 0 < dp" I � it.- �" ; : I ,,: I I I ; : : � : � - _�" '0� 'RYAIWAM','b-MMB'SW Mo.!, i j'�_'_'�11 I'M - ismoommmmon��F"�I'l,a�,&�E::I:�:1 v ' 'A, WMADMIEW&W MM ' � .. 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E Troy Bishop, P,F 1 W2812020 10/1512020 Ii/0512020 12/1512020 Approved R-ision 2020 Alpine avart Lewis CC Evaluation 1--ico. LLC Willem M, Petition. PE 10f3112020 101220020 11,D5/2020 I VU612020 Approvned RaysIcn 2020 Commercial Concrete Products,find. ReboriGifis semuel AL Greenberg John Hoy 1211 M020 12M60020 12/29J2Q20 ding FIRC Appor. 0 2 Polyglass Roof Undeflayll'i inorl HVHZituriedictilons, Polyglass roof underloyments, for use in 12123r202S No Yes NIA -WAJ-622.5 Clitsig,stry; shott- Subcategory: Storm Panels (561) 712-9562 PE-000549 (054) g47-0880 mikoliCallarwricanshellbe category: structural C-p-ot. Skibcaftig.'V! Tn.- Rates �321) 710-3377 4407) 681-lQ17 SI"Isealpineit-orn Category: Structural components Subcategory: Products Introclaced as a Result of (813) 659-3707 PE44245 j352) 588-5�1 1 precastgatch@yalroo,mom =3 , FBC ri juriadictions. compliance Method: Evaluation Report from a I.-M Florida Registered AnaliftectoraLicensed Florida C-pilarl. Alletindal: E,,id..U., Report fr.. A Product Evalualarri Entity IN- Ta.hr.l.gy _0 Pi-dessional Engineer I I I � I I 11 I I I - � I I I I � � ' Flull 7 Products I � I I I I I "I I I I I � Compliance Method: Evaluation Reportfrom a Florida Reg isterod Archivoct or a Licensed Forld a Professional Engineer 0 ,FWASS.R3 Pincidu , I � I I I 1 1 � �, I I - I I - I 11 I I , I 11 I - Qualft, Aseuritfic, A—untedforl.rds, A-r,v,d nor Use mudad term" I I � I I - I L_ UQ# Product Model, Number or Name Ctuality ASSUMM ApprovadforUse ApprovedforrUsul, Product Description Contract Expiration Date in HVHZ outside WHZ Imost Desinfin Resistant Pressure sea N 1 Noftt MW41, Number or Name ITW BCGIAJpinc Holier strength (H &amp: S� Product Description cclitt"t Winitiatt Data, Metal Connoctor Platt IV3112024 .In HYKZ outside HVHZ yea, yot Reshriplant Progauro NIA WA FL01774-R6 Pulicluchs � I I I , I - L . Quiafit� A-trall- I . � I I I Ainar-W for Use A-Wforl., Impact D,-A- 0- I 24ga Galvarilled Steel Storm Panels 24g. Gal-Iii,ed Steel Storm Panel. 12f3l=22 Yes Yea Yes NtA 2 !TW DCOIAliptir: Hing, Plat. Metal Connector Plate 12/31=24 '(as Yes N/A N/A Sign 0 Piroduct Mo". Number a Nym 0 P(odVel D"CirlIX1011 Comtract F.Dirgal I, Me 1, HVKZ Outside HVHZ ROSIMM: Prom'. < � 4 TW RCWAJpin T.l- ITW 9CGINinte Wave Metal Connector Plot: Metal Connector Plan � '2�] !'P220'2'4 yes Yea Y As ye. MIA N/A NIA N/A I Quality Precast a C-cial Concrete Pioducto Pl.-t And Plast-d C.Crot. Litlets JV25�2024 No Yea N/A WA I (D U) -+--a M M L 0 =3 < Florida Department of Business & Professional Regulation Pap 2 oil Florida Department of Business & Professional Regulation Page 1 oil Florida Department of Business & Professional Regulation P.g.1 .f2 Q- Building Codes and Standards 11102W3 Building Codes aridStandards oil 4nQ21 Building Codes and Standards 024)(202f """'10 iiii- Product Approval Application Detail Product Approval Application Detail ProductApproval Application Detail 0 L_ M I - - - I - Code Eris" or Da", Owe Data Pominta 211 . �� code Ifift . Date Dec. Date lanidna , I , I , I . - Itafte 2& Eritit. We Data Pandire, � 11 I 11 I . " LU = TV0. Version Manufacture Connect lulain-8,1L.orge, Validated By Widat submitted FICAPProval Aplao, astaI TV- Version M,n,F,I,r contact Endr- & U- validated! By validated Suldnirl FIOC A,,CvW Approved! at*,, T­ Version Matrufadueor .' 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HvNZ Outal4a HVH Resistant Pressure I 11 I I I I I I I 11 I I _J 1 M18AHS 18 Do. high sitnentith trugs cm-1., pill. 1213112024 Yea ye. WA MIA 1 Mitnollann LVL Laminated Veraler Lumber DW31,202� No Yes MIA MIA a-- e lanadual: Model. Nuclear , M- Quality A.-Anta Product D ... nation Cmutraut e..1radle. Date Approvedro, U- Apidnivad far Us. in WAV O.Itsill. HVHZ jmaaLt Design Firsighask laressua. a- 2 M18SHS 18 Va. super high sinsceffilmas connector plate 12MI2024 Y. yea NfA NrA 2 PMslIIam PSL 3 Turnber-Stfand Lat. Parallel Strand Writer 03131(2023 No Laminated Strand Lumber 03131,2023 No yeal yes N/A WA MIA MIA i Alpha Aluminum Solid dsamp; Versed Aluminum Will Alpha Aluminum Solid &inmp� Versed Aurrinuit 0Ft30/2y2J No Y'. No NIA 3 Mil 16 16 go.A."comectat plate 12,2012024 yes Y. MIA NfA 4 TJ Him Board Structural Oompoatte Lumber or Oriented StrAnd QW31(2023 No Y. WA MIA CMU &Aniip� Wood S.FW CMU &-p; Wood 1 I 4 5 MT18H8 IsT?OHS to go. high strength truss Connector plate 12f3l/2024 20 go high strength truse connector plate 12,31/2024 yes, yes Yes "s WA NZA MIA NIA board Pi. Pa. rd SHEET NO. 6 TI-18, MT18 to go bu. cdrmnidld� Plot. 12al/2024 Y­ yca WA IVA 5 Weyerhaeuser Rim Board Orler,l.d Strand So.rd Rint Board QMV202S No Y" MIA MIA 7 TL20, MT20 20 VA. russ contact., Plates 12al/2024 Yea y.g MIA MIA November 1, 2023 PA i'l i & Professional Regulation Pant at 1 Buikiinp Codes and Standards enolamx Budding Codes and Standards enortlaob Budding Codes and Standards eHf>i2(Oa Budding Codes and Standards enaam Product "1 Detail Approval Application P 1 ` Detail Product Appeotra Application rbi PPatluCt ` n Detail Approval a►pEdIA:Albo ab Product 11 Approva Application oaten '��! Endtrar �. n� DlrP•ann �, � E�a�. 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PA 1.2 Florida Departlnerlt of Business 8 Professional Regulation Peg. t o13 Forida Department of Business & Pfafs�iDnal Regulation Pali all Florida Department of Business 8 Professional Regulation P•g•t of t Florida Deparfttlenf of Business LL 2 SanN 1Y2g Hlgh PaRannance$IngbHUre YInyI HAFX P•rbmulaa 6lreb Hung 7Wln p012112027 NG Yee No +5pt5p 2 Palle 10 9ariaangle HUrg tMndosr 59'xap•1AnY1 HGn•Impact$Ingle Hung iYkeiow pTpgYlpl2 NG Yee No +4gM1.FS Z SWsa 10120 Nryl aalrl wkraG'A (10g•ir61ry QT(15Y1022 NO Yes Np +2Bf-25 1 108Sriea FiungGFixntl. 105erIN tlZ•Flonge Rxetl Wlrgvx 05173I2081 Yee Yna NG NIA CU "Sligle Hung TFlple:GbmpNhs ('IOwi!5g:5'i OOi15@Q27 NO cm, rCc yl8lnple XUng 71Yln Composlb (B6:Sx53.6ry 06f21fZOZT No Yes Nb +36d:� 4 Pwb,p B•rrn eingb Xung YnntlwY bd•xa3'vinyl Non-Ingeq Sh+gb �BWMdrwe (Si No Hung a 4­0 -Cu > 2 0 E= Simpson Strong -Tie 2020 FBC Approved Products Updated 12MM20 Simpson Strong -Tie 2020 FBC Approved Products Updated 12f30f2R20 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/5012020 Simpson Strong -Tie 2020 FBC Approved Products Updated IMOY2020 0 EM For direct Inks to all SST approvals Isted "Iaw� ��HE E 0=1 For direct link$ to all SST approvals listed belcVO4 �2�-ER lg�. For direct Enka to all SST tipprovals listed helovo: &Wg_K qEB E_ For dlredt links to all SST approvals. listed helow: �� �,H CZ -0 O_ For additional, information regarding Flori Product ApEroval System and Mism-Dade County dEra aRtoWide Notice of Acceptance (NOA). IQ E - For additional information oLwdiLg Florida stem and Miorre-Dado County '. Statewide Product Approval 2y �otloe a Acceptance (NOA), For additional Information regarding FlorIfts Statewide Product Approval System and Miordi County Notice of Acceptance (NCA), For additional Information regarding Florldas Statewide Product Approval System and MaLmil-Dade County Notice of Acceptance (N OA). 2kg&UE�E. -41 10 0 (3) FL#2355-RI FLA10446- FL#1 045&R5 11 HUS; HUSC series hangers Face -mount hangers available in Widths ranging from i-56�" Oil 6" and heights ranging from 4-5?lV'to 11". Concealed flange 1W Product Model, Number or Name Product DescEhafl2a Sea # Product Model, Number or Narne Product Descrintion -Sea # Product Model. Number or Name Prod Uct Qesc:&_tLM version (H USQ available for models having \Moth equal to or 2 0 I Titen Stainless Steel Concrete & Masonry'Screiv (TTN-SS) 1/4" diameter Titan stainless steel masonry screw 1 A21. A23, A33: *34, A$5, A44 Angles 1 ET,BTB,BTH Brick Ties greater than 3-9116". 0 2 APA21, APA4, APA6, APVA21, APVA4, APVAS 'OQtdoor Accents Angles 2 CMSIT12, C�MST14, CMSTCl6 Called Straps 12 IUS series hangers Face -mount hangers available in Widths ranging from 1-7/8" to 3- 3 APB44: APS44R. APVB86, APOSSR, APB88,'APB88R, AP61 010, APBl 01 OR, APVB44, Outdoor Accents Post Bases 3 CS114, CS16. CS18. CS20, C522 Coiled Straps 5f8" and heights ranging from 9-11-Vto 16"� 0 I'l-IIIII0589-R6, APV844R, APVB66,'APV866R, APV895, APVSSSR, APVBl 010, APV1131 D1 OR 4 CSHPIS, CSHP20 Coiled Straps 13 LGU3.25-SDS, I-GUa.65-SOS, LGUS.25-SDS Face -mount hangers C" 0 CZ 4 APDJT2-4, APDJT2R-4, APDJT2-S, APOJT2R-e, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Jost Ties 6 CTS218 CompressionfTension Strap 14 LU24, LU26, LU25. LU210 Face -mount hangers C-S M 0 > Sea # Product Model, Num ber or Name Prod dot DescaggM APVDJT2RS 6 DSP, SSP, TSP Stud to Plate fie 15 U-i LUC2102: C= Face -mount hangers C%s E a) 0 2 1 SDIO112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents HeavyHeriger 7 Hl, H10A, H2,5A, H3, HIS. ­17Z� H16� H16S, 1-116-2, H16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in Widths rangingfirom 1-9116"to 4. 2 SD9112, SD9212 S010112, SD10212 Strong -Drive $0 Connector Screw APL4, APLO,ART4, APTO, APVL4, APVLO, APVT4, APVTO Outdoor Accents L and T Searn-to-Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 518" and heights ranging from 3" to 10-1 Si 9'. U) '02 ICU 3 SD9112SS. SD9212SS 'Strang -Drive SO Connector SS Screw 7 APLH24, APLI­124R� APLH26, APLH26 R, APLH 21 0,APLH21 OR Outdoor Accents Light Hangers 9 H-524 HuirilicaneTie 1T MGU3 e3,SDS, MG05.25-SUS, MG U5.50-SDS, MG11.15.62-SUS, MGUT.Q0-SDS Face -mount hangers CD co -6-j 4 SDCF22434, SOCF225512. SDCF22614, SDCF22700, SDCF22858� SDCF221014, Strong -Drive SDCP Timber-CP Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDSI�5. HSS2-2.SDS3. 1­18$2-3-SDS�. HS84w$DS3 Heavy Stud Shoo, 18 MIU so' ries hangers Face -mount hangers available in Widths ranging from 1-9116"to 5- $DCF221134, SE)CF221334, SDCF271958, SDCF272358 9 QBT2Z. CBT4Z Concealed Beam Ties 11 HST2, HEIT3:,HST�: HST6 Straight Straps 118" and heights ranging from 6-15116'tD 19-11211, 5 SDGP22434, SDCP22512. SDCP22O14, SDCP22700, SDr;P22858, SDCP22912, Stiong-Drive SDOP Timber-CP Screw 10 CJT3Z. CJT_4Z. CJT5Z. CJT67 Concealed Joist Ties 12 HTS1 6. HTS20. HTS24. HTS28,, HTS30. HTS30C Heavy Twist Strip 19 MUS26; MUS25 Face -mount hangers SbCP2211 00, SDCP221 1'34, SDC P271400 11 DJT14 Deck Joist Tie 13 HTS01 6KTZ. HTSQ2OKTZ Heavy Tvvist Strap 20 SUR, SUL, SURC, SULCsenes hangers Skewed face -mount hangers available in Widths rariging from 6 SDHP27400. SDHR27614. SDHR31400, SE)HR31614 Stiong-Drivia SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9118" to 3-SAS" and heights ranging from 3-111 6'to 13-S14. CA 7 SDS25112. SDS25134, SDS25200, SQS25212, SIDS25300, SDS25S12, SDS25412; Strong-Dtive SOS Heavy -Duty Connector Screw 13 FC4�1`06 Framing Clips 15 LSTA9, LSTA12, LSTA16, LSTA18, LSTA21. LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SD525500; SOS25600, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI-49, LST173 Straight Straps 2X and 4X models; on ly acute flange is concealed. 8 SDS25112SS, SOS252OCSS, SDS25212SS, SD82530OSS, SDS25312SS Strong -Drive SOS Heavy -Duty Connector SS Screw 15 GAI; GA2 Gusset Angles 17 1-71320, LTS40 Bridging 21 U series hangers Face -mount hangers available in widths rangingfrom 1-9116'r""ll 9 SDVYF2716, SDWF2720, SDi SDVVF2726, SDWF2730 Sacing-Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T. H8, 1-110A.2, H1 OS� H14, HGA10 HurricanaTies 18 LTS12, LTS16, LTS18, ILTS21) Light Twist Strap 61 and heights ranging from 2-518" to 11.114�'. ca 17 HCJTZ Heavy Concealed JoistTie 19 MOT Medium Girder Tiadown 18 HH4, HH6 Header Hangers 20 MST2T, MST37, MST48, MST60, MST72 Straight Straps 5 W FL*MQ007-R8 IP KBSlZ Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, M8TA21, MSTA24, MSTA30, MSTA36. MSTA49 Straight Straps FL#1 0667-R6 20 001, 1_50� 1,70, LOU Angles 22 MSTC28. MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps Slogg Product Model, Number or Name Product Description 21 LCE4 Postcap 23 MSTC48193, MSTC68133 Pre -Bent Straps Seci N oduct Model. Number or Nama Product Description 1 ATR318, ATR112, ATRm. ATR314 Threaded Rods 22 LS30. L550, 1.570, LS,90 Ske"Idle Angles 24 MSTI26. MSTI36, MSTI48, MSTIOO, MST172 Straight Straps 1 BA series hangers Top flange hangers avallable in widths ranging from I -9116"to 7- 2 ATUD5. ATUDS-2,ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATLJD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS 12, MTS1 8, MTS1 8, MTS20. MTS24C, MTS30, MTS30C Mod ium Twist&tap 1/8" and heights ranging from 7-118" to 59'. 3 BP�W&2, BP112, SP112-37 BP5/8-2, BP518-3. BP314, BM/4-3, BPRTU03-4 Bearing Plates 24 LSW26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 20 NCA2xlO-IZ NCA202,14 NCA2x8-l6, NCA200-116, NCA2xl2-16 Bridging 2 QGSF series hangers Top flange hangers available in wrdtha ranging from 3-5/8" to 7- 4 CNW318, CNW11,2. CNW5/6, CNWSY4, CNW5/8-1J2,,CNW514-5/8 CouplerNuts 25 LSSR1,81, LSSR2.1, LSSR2.37, LSSR2,5& LSSIZ210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCWB12, RCWel4 Wall Bracing 118" and heights ranging from 9-114!'to 24". 5 CTUD55, CTUD65, CTUD66, CTUID75. li CTUD77, CTUD87, CTUID88, CTUO97; Coupling Take -Up Device 26 LTP4, LTPor Tie Plates 28 RPSIS. RP$22, RP-528 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging froth 1-112" to CTUD98, CTUD99 27 ML23Z, MI-24Z, 114-287, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Cori nectar 518" and heights ranging from 7-1/4" to 24". 6 N3, N4, N5, NO Heavy Hex Nuts 28 MUH8 Rool"fie-Down �0 SP1 � SP2. SP41 SP6, SIPS Stud Plato Tie 4 DGHF series hangers Top flange hangers available in Widths ranging from 1-3/4" to, 3- 7 RTUD3, RTUO,3B, RTUD4, RTUD48. RTUD5, RTUD15, RTU07, RTUD6 Ralichoting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPHd, SPH8 Heavy Stud Plate Tie SfY and heights ra nging from 9-114" to 24" 8 TUD9, TUDIO Take -Up Device 3D MULU26, MMLU26-2, MMLU28, MMLU28-2, MMLU210. MMLUI211, MMLU139, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5,SS3, SS4.5 Stud Shoo 5 EG5, EG7, EG9 series hangers Top flenge hangers available in Wdths ranging from 5-1/4" to 8- 9 TUVV38 Take-UpWasher 31 RBC. RBOP Roof Boundary Clips 33 STP, ST12, ST16. ST22, ST292, ST2122, ST2115, ST2215, ST8215, ST8224, ST6236 Straight Straps 718" and heights ranging from I I" to 32-lJ2". 10 URS-3 3ffl" Up, lift Rod Run Tiedown Systern 32 RST-3 Rooll-fie-Down 34 TB20, T1327, TB30. TB36,,TB42, T1348. TB54, TB66. TB60 Tension Bridging 6 EGO series hangers Top flange hangers available in Wdths ranging from 3-518"to 7- 11 URS4 It2" Uplift Rod RunTledown System 33 RTC22Z, RTC42; RTC2Z, RTC44 Rigid Tie Connectors 35 TWB1 0� TW1512, 7VVBI 4 Wall grading lf4" and heights ranging from I IAM" to 32". z 12 URS5 W13" Uplift Rod Run Tiedown System 34 STC, STCT, OTC, HTC4 TrussCtips 38 VGT, VGTR, VGTL Variable Pitch Girder Tiedovvn 7 GLS series hangers Saddle,hanger� available in widths ranging from 3-114" to B-Wg' 13 URSO 3M" Uplift Rod Run Tiedown System 35 TJi TJC57 Truss Jack Clips 37 WS1081 W8100C, WS126, WBi26C, WB143C WaliBrading and heights ranging from 8-1f2" to 29'_ 50 Z2, Z4. Z44 Panel Stififemer Clips 8 GLTV series hangers Top flange hangers available in wdths ranging from 3-141 to 7- IM" and heights ranging from I I " to 3Z'. FL#10441-RS F1.41031-RO 9 HB serio$ hangers Top flange han gets availab Is in wdths ranging from 1 -9116" to 7- F1.0110447-146 lf2" and heights ranging from S" to 30", Sea Product Model, Nunitw or Name Product Descrilption Sea # Prod uct Model, N u in ber or Nam Product Descirlotion 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114!'to 5-716' 1 I)TT2 Hold-down Seg * Product Model, Num bar or Name Product Description i CBH2.37x5.5, CI3H2.a7x7.63, CISH2.374.75 Concealed hangers arid heights ranging from 10-1 /Z'to 28"� 2 HDC1014, HOC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 OU. DHU, Did UTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-14'tc 8- 3 HDQ8, HHDQ11, HHOO14 Hold-down 2 DSCIR-SDS3, DSC2L-SDSS, DSC5R-SDS3, DSC51--SOSS Drag Strut Connectors available in widths ranging from 1-9116"to 3-9116" and heights M" and heights ranging frorh 7-1/74o 32', 4 HDU2, HDU4, HDU5, HOU8, HDU11, HDU14 Hold-down 3 GBC Gable Braue Connector ranging from 9-110" to 23-15116". 12 FfGLTV series hangers Top flange hangers available in Widths ranging from 3-1 �W'to 7- 5 HPA2% HPA35 Strap -style purlin anchor 4 HCPI.81. HCP2, HCP4 Hip Corner Plate 3 HGIU3.,63-SDS. HGU5,25�SD$, HGU5,50-SOS. HGU5.62-SOG, HGUi FIGU7.25- Face -mount hangers 118" and heights ranging from 14"to 33". 6 LSTHD8. LSTHDBRJ Strap -style hold-down 5 HHR02-2, HHRC42, HHRC42-2, HHRC4/1,81, HHRC44, HHRC5.26f3.25, HHRC5.37/312, Heavy Hip to Ridge Connectors SOS, HGUg.00-SOS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/16-to 3- I 7 MASA,MASAP Foundation anchor Strap HHRC68 4 HGUS series hangers Face -mount hangers available in Wdths ranging from 1-518" to 7- 9118" and heights ranging from 1W to 26'- a MPAI32, MPA144 Strap -style purlin anchor 8 HRCI.81, HRC22 Hip Ridge Connector WS" and heights ranging from 5-5/16" to 12-718", 14 HUSTF series hangers Top flangejoist hangers available in widths ranging from 3418�'to PA1 8, PA23, PA28, PA3,' ), PA51 PA68 Sti�ap-style purlin anchor 7 LRU26. LR U28. LRU21 0. LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.5O-SDS HHGU5,62�SDS, HHGU7.00-SDS. HHGU7.25-SDS, Face -mount hangers 3�9116'and heights ranging from 5-318" to 10 PAI18, PAI23. PA128: PAI35 Strap�style purfin anchor B LSU26, LSSU2a. LSSU210 Light SlopeablefSkewable U Hanger HHGUg.00-SDS 15 HIUTF. HUCTF series hangers Top flange hangers available in widths ranging from 1-9116"to 5,- 11 SFHDIO, STHD10RJ slap-sityle hold-down 9 TBE-4, TBE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2, H HLI HHUS46, HHUS48. HHUS41 0, H HU85.6oll o: Face-moutit hangers 112" and heights ranging from 3-7/16'to 15"..Conceraleed flange, 12 STHD1 4. STHD1 4RJ Strap -style hold-down 10 TC24. TC26. TC28 Truss Clip HHUS7 25flO version (HUCTF) available for all models having width equal to or 11 TRA29, THA213, THA218, THA218�2, THA222w2, THA4`13,THA41 8,THAG418, THA422, Adjustable Truss,Hanger 7 HSUR, HSLIL, HSURC, HSULC: series hangers Skewed face -mount hangers available in widths ranging from 3. greater than 2-9116"� THAC422, THA426- T HA422-2, THA426-2 118" to 6-118" and heights ranging.from 4-�314�'tc, 15-.V4!'- 16 HWP series hangers Top flange hangers available in Wdths ranging from 1-9/1 6"to 7- 12 THAII.8lf22, THAl2.06122, THAl2.1122, THA1222, THA132�, THA13522, THA1422 Adjustable Truss Hanger Sized for Wosts Concealed flange version (HSURC, HSULC) available for all Iff" and heights ranging frorn 5-3t&'to 2&'. 13 THAL422, THAR,1�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 1-9116" to 7- 14 THJA26. LTHJA2O, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTi HTU26-2, HTU213-2, HTU210-2 Face -mount hangers 1/2" and heights ranging from 5-318" to 32', 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU26, THJU28-W Multiple Truss Hangers 9 HU, HUC series hangers Facre-mourit hangers available in widths ranging from I-Wl 6" to 7- IS ITS series hangers Top flange hangers available in Widths ranging from 1-9/1 6'to 3- 16 TSBR2-24 Truss Spacer -Restraint lf2" and heights ringing from 2-7)3'to 19-114"- Concealed flange 518" and heights ranging from 9.V8." to 16'� 17 VPA2, VPA25, VPA3, VPA35, \/PA4 Variable Pitch Connectors version (HUG) available for all models having width equal to or 19 J12 series hangers Top flange hangers available in Width of 1-9116" and heights 115 VrCR ValleyTtuss Clip greater than 2-9116". ranging from 5-SfS" to 7-14'. 10 HUCOI.8119-SOS. HUCQI,Slfll-SDS, HUCQ210-2-SOS, HUCO210-3-SOS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in Wdth of 1-9116" and heights SDS, HUPQ410-SDS, HUC0412-SDS, HUCQ5�2519-SDS, HILIC05,25111-SIDS, HUCQ610- ranging from 9-3118" to SD5. HUC,0512-SE)S Simpson Strong -Tie 2020 FBC Approved Products Updated 12M/2020 11117-111,11EPT-11111 Simpson Strionig-Tie 2020 F13C Approved Products Updated 1213=020 MM. =- Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3Q/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 W=Fair direct links to all SST approvals listed bolcve� gL�� For direct links to all 4iST approvals Isted beloo, �g_LICKHERE. For drerat links to all SST approvals listed belcr,,: CL!g K HERE. For dirwt links to all SST approvals listed bec,&I �,LICK HeRE 1 For additional information regarding Florida5 Statewide Product Apprbyell -System and Mianni-Dade County Notice of Acceptance (NICA), aUr,��, For additional Information regarding Florida�s Statewide Product Approval System and Marril-Dade County Notice of Acceptance �NOA3, For additional information regarding Florida's Statewide Product Approval System and Memi-Vade County Notice QfApceptance (11,10A), aWZ.&J". For additional ififormation regarding Fldrida!s Statewide Product Approval System Bind Marni-Dade County Notice ofAcceptance (NOA),,��. 21 LB series hangers Top flange hangers available in Width of 1-911 6'and heights FL#1 IMB-115 15 S[LBVI.56, SILSV1,81, S/LBV2.06,S&BV2.37, SfLBV2,56, S&BV2.60, SILBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anohor for concrete ranging from 6-3fS" to SILBV&56, SIL13V3.62. BILBV4.136- SILGV4,12, SfU3V4.28, SILBV4.75. S/LBV5,6O 6 Strong-BoIL2 (STI32, STS24SS, ST62-OSS) Strong-eciR2 Wedge Anchorfor concrete available in carbon 22 LBAZ series hangers Top flange hangers available in Width of 1-9116" and heights Sea # Product Model. Number or Name Product Description 19 &L-720, S/OTT2Z, SAHTT14, HTT4, HM Holdowns steel and Types 304 and 316 stainless steel ranging from Q-316" to 13-IfS" I HHUS210-3; HHU$210-4 Joist Hanger 20 SIMST130, SIMST72 Strips 118 mil (10 ga) 7 Titen HD (THD-H, THD-HMG, THO-H4SS, THD-1­166S, THD-CS, THD-CS8SS) Then HD Heavy Duty ScrewAnchorfor condrete and masonry 23 LEG3. LEG5, LEG7 series hangers Top flange hangers available in Widths ranging from 3-114" to S- 2 HR56� HRS8, HRS12 StrapTies 21 SP4.SPS Stud Plate Tea available with hex head In carbon steel and Types 304 and 516 718" and heights ranging from 9" to 33-112'L 3 HUCQt1O-2-6DS, HUCQ210-3-SDS, HUC0510-SOS Joist Hanger 22 SSP, DSP; TtP Stud Plate Ties stainless steel, or with countersunk headin oarbon steel and 24 MEG15. MEG7 series hangers Top flange hangers available in Widths rangng from 5-1/4" to 0- 4 THG82, THG83, THGBH2, TH081-13, THGgH4 Joist Hanger 23 STC�DTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to a2-112" 5 THGQ2-SDS3, THGQ3-SDS4 5, THGOH2-SaS3, THGQH3-SDS4,5, THGQH4-SDSB Joist Hanger 24 TBD22 Truss grace Diagonal 8 Titan HO Rod Coupler (TH037634PC, THD509i Titen HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in Widths ranging from 1-9116" to 5- 6 THGVV3:3, THOW3-4, THGW4-3, THGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25168RI-i, THL)B37158RH, TH037212RH, Titen H D Threaded Rod Hanger for concrete 110" and heights ranging from 9-1/4" to 24', THD50234RH, THD10212RH) 20 PF, PFB, PFOB, PFQSB series hangers Top flange hangsts available in width of 1-9116" and heights 10 Wedge -All IVVA) Wedge -All Anchor for masonry ranging from 3-518" to 7-IYV'. FL#1 11 473-RS FL#13904�115 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in \Moths ranging from 1-9116" to 7� Sea III Product Model, Number QrName Product Descdgfi2a Sea III Product Model, Number or Name Product Desc[= FL#J 6230-RO 118" and heights ranging 9-1/4" to 32". 1 DETAL20 Doluble Embedded Truss Anchor 1 CCQM3.82-$DSHOG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit An ' chat C.CTC)K44,82-§EjSG:'06TOM5.50-SOSG, CCCOM3.62-SOSG. CCCOM4,62-SDSG, Sea # Product Model, Num bar or Name Product Descd= 3, HIS, H16S. H16-2. H16-2S HurricaneTie CCCQM5�SO-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concr8te,or masonry FL#10860-R5 4 HETA12, HETA16, HETA20, HETA24: HETA40 Embedded Truss Anchor 2 ECCLQM3.6,2G.KT, ECCLOM4.62G-KT, ECCLOM5.50G-KT, ECCLLOMD3.62G.KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy AdInesive for masonry 5 HETAI-12, HETAL16, HETAL20 Embedded Truss Anchor ECCLLQMt)4.62G-KT, ECC1_LQMD6,6OG-KT. ECCLRQML)3,62G-KT, ECCLRQMD4L62r'_ 3 SET-XF1 SET-XP High -Strength Epoxy Adhesivefor masonry Sea If Product Model. Numberior Name Product Desorfirition 6 HGAM10, HM9 Masonry nstrofit connectors 1 KT, ECCLRQMD5.5GC3,KT 4 Strong -Bolt 2 (STB2) Strori 2 Wedge Anchor for masonry I ABA44: ABA44R; ABA46, ABA46R, �ABAE56. AGA66R Adjustable Post Base 7 HHETA16. HHETA20; HHETA24, HHETA40 Heavy Embedded Truss Anchor Girdeffiedown 3 4 HGUM5.25, HGUM5.50, HGLi 0, HGU M7,25, HS UM9 00 LGUM26.2, LGUM26.3. LGUM26-4, LGUM28-2, LGUM28-3. LGUM28-4. LGUM210-2, Heavy Masonry Hangers Masonry Saint Hangers 5 6 Titen 2 (771,12) Titen HD (THD-H4SS, THD-H6SS, THD-CSSSS) Then � Screw Anchor for Concrete Titen HD Heavy -Duty ScrewArdhor for concretiosivallable in 304 2 ABU44, ABU44R, ABU46. AEU46R, ABU15-5, ABU5-6:. ABU65, ABU66. ABU66R, ASU88, Adjustable Port Base 8 LGT2, LGT3.SDS2.5, LGT4-SDS3 ABUS8Rj ABU1010, ABIJIOIDR� ABU1212, ABU1212R 9 LTA2 La teral Truss Anchor LGUM210�3, LGUM 21104, LGUM46� LGUM48. LGLJM410 ar316 stainless steelwith hex head, and316 stainless steehivith 3 ABW44Z, AgW44RZ, ABW46Z, ABW4SRZ, ABW66Z. ABW66RZ. ARW7-7 Adjustable post Base 10 META12, META16, METAIIS, MFTA20, META24, META40 Embedded Truss Anchor 5 MBHA3.lM.25, MBHA3.12f11.2,5, MBHA3-5617.25, MBHA3,56f9,25, MBHA3.56111_25� MBHA3.66111.88, MBHA3�56114, MBHt,3,56fl6, MSHA3.56118, MBHA5.50/7.25, MasonryTop Flange Beam Hangers 7 Titen Turbo countersunk head, Then Turbo Screw Anchor for 4 AC4, A04R, ACE4, ACO, ACOR, ACE6 Post Cap 11 MSTAM24, MSTAWO, MSTCM40, MSTCM60 Strap Tie for Masonry (TNT) concrete or masonry 5 QC4, BC46, 3C4R, BCO, BC6R, BC8, BC32-214, BC52-3/6 Past Cap 12 MT$Ml6, MTSM20, HT-SMIO, HTSM20 Twist Strap for Masonry M13HA5,50f9,25, MBHA5.50111.25, MBHA5_50Al,8B. MBHA5.5Ofl4, MBHA5.50118, 6 CB44, C1346, C848g C968, CB66 Embedded Column Bass MSHA5.50118 ICU 7 CB5Q44-SDS2j'CBSQ46-SD$2. CBSQ86-SDS2. CBS086-5052, CBSQ88-S0S2 Embedded Column Base 6 MBHU3.6619.25, MBHU3,5&11.25, M13HU3.56ill,88. MBHU3.56114, MBHUS,56116, masonry Beam Hangers FL#16537-R3 > 8 CC, ECC, ECCU Series Bolted column caps with Wil ranging from 3-14'to �)-112'sind FL#Ji499-R5 MBHU3L55YlS, MBHU5.5019,25. MBHU15.50111.25, M13HU5.50111,88, MBHU5,60114, W2 ranging from 3-5/8" to 7-112" MBHU5,50/16, MBHL15:50118 Seg# ProdUCt Model, Number or Name PrOdUCtDoSoription 0 9 CCQ-SDS2,5; ECCQ-SD$2z5 Series Screwed column caps with W1 ranging from 3-114" to 9.112" and S4a # Product Model, Num ber or Name Product Description 1 )(3401016-5K. X1 $1016, X11 El 016.4K. XQISIDIS, XQl 81 016-4K 410-16 Strang -Drive X Metal Seff-Drilling, Tapping Screws with #3 W2 ranging from 3-518" to 7-112" 1 OTTIZ Deck Tension Tie Drill Point > 0_ 10 CPT44Z, CPT66Z, OPT88Z Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowns FL#43975- 2 XLQl I 4TI 224, YLQ1 14Bl 224.2K 412-24 Strorrig-Drive XL Large, Head Metal Sef-Drilling, Tapping 0_ 11 EPB44A, EPB4'4, EPB46, EP666 Embedded Post Base Embedded Post Base 3 4 HD3B; HD5B', HD7R. HD9B HTT4, HTTS, HTTS-SM Bolted Holdowns Tension Ties Selt # Product Model, Number or Name Product Description 3 XMQ1 14SI224, XMQ1 1481224-2K Screws with #5 Drill Point and Large Diameter Hex Washer Head 412-.24 Strong-DriveXM Medium -Head Metal Self -Drilling, 0 12 15 EPS4Z LCI344, LCB66 Embedded Column Base 5 LTT19, LTT20B, LTTI3l Light Tension Ties I SOW22300,SOW2233a, SDW22438, SDW224581 SDW22600, SDW22000, SOW226MI Strong -Drive SDW EWP-PLY and TRU55-PLY Screws Tapping Screws with Drill Point and Medium Diameter Hex 14 LPC4Z. LPCaZ Light Port Cap SDW226S4 4 X0114$1224� XQl 14BI 224-2,5K, X1 14S1224, X01 I 2S122441 XQl 12B1224-2K #12-24 Stro ng-Drive X Metal Self -Drilling, Tapping Sotevvs with #6 Drill Point 15 MPI344Z, MPI36i MPB68Z Moment Post Base 2 SDVV015450, SDWC115800 Strong-Orive SDWC TRUSS Screw 16 PB44. P844R, PB46, PB66, P I 866R Embedded Post Base FL#13628-R5 SDWH19300DB, SE)WH19400DB, SDWHI960ODB, SIDWHIOSOODS, SDWHl9loOoD8 Sirong-Drive SQWH TIMBER-H E)(Screvy 5 XU34SIO16, XU3481016-5K #10-16 Strong-DriveXU Me%[ Self -Drilling, Tapping Screws with 0. 1T PBS44A, PBS46. P8866 Embedded Fast Base 4 SDWH27400G, SOWH27BOOG: SDyVH2780017l0DOG, SDWH27120OG Strong -Drive SDWH TIMBER-HEXHDG Screw #1 Drill Point 70 18 PSV6. PIBV10 Round Post Base Sea# Product Model, Ngraber or Name Product Description 5 SDW$1621ZSDW$16300,SDVV$16312,S�DVVS16400 Sirono-Drive SIMS FRAMING Screw Grade) 0 19 P044-16� PC46-18, PC48-16: PC64-16, P066-16, E­PC44�113. EPC45-113, EPC48-16, Postcap I SB518x24, SB718N24, SBlx3O SB Anchor Bolts a SDWS19600, SDWS19712, SbW,922400,S[)WS22'-;OC.SDWS22512, SDWS22BDO, Strong -Drive SOWS TIM13ER Screw (Interior EPC64461 EPCSO-113 2 SSTSI 6� S$TB20, SSTB24 SSTB28, SSTB34, SSTB36. SST81 6L, SST820L, SSTS24L. SSTB Anchor Borts SDWS22800, SOWS22900, SDWS221 000, SOWS221 100; SDWS221200, SDWS221500 FL#3532(1-RO 20 PC4Z: PCXIRZ� PC5Z; PCBRZ, PGB±, PC8RZ. EPC4Z, EPC4RZ, EPCaZ, EPC6RZ, EPCSIZ, Post Cap SSTB28L 7 SDWS22300DB- SDWS2240ODB_ SOWS22500DB- SOWS228i SDWS228OODB, Stong-Drive SOWS TIMBER Screw (Exterior Grade) 0- EPCSRZ SIDWS"'1000DIB Sea # Product Modgi. Number or Name Product DescU2= 21 PPB44-4Z. PPB44-6Z Post Base 8 SDWS22312DBB, SDWS22512OBB Outdoor Accents Structural Wood Screw 1 OSSC843.5. OSSC646, QSSCB48, OSHS Bypass Framing DriftStrut Connector 22 RPBZ Retrofit Post Base FL#1 3872-R4 9 SDWS273OOSS, SDWS2740OSS. SDWS27500SS, SDWS2760OSS, SDWS278COSS, Strong -Drive SOWS TIMBER SS Screw 2 FCB43.5. FCB45,51 FCB47.5, FCB49-5, FCB411�5 Bypass Framing Fixed -Clip Connector SDWS271CODSS, 5PWS27120OSS 3 FPHSD34S1Ol6, FPHSD3481015, FPHSO34BlO16-5K, FPHSD34SI214, 410-16 and #12-14 Strong -Drive FPHSD Framitg-tc-CFS Self - FL#10866-R5 Sea 9 1 Product Model, Number or Name CMST12,.CMST14, CMSTC16. CS1 4,, C816, CSIS; CS20, OS22 Product Description Coiled Straps 10 11 SDWVl:34ioO STN22 Strong -Drive SDWV SOLE-TO-RINI Screw Outdoor Accents Hex -Head Washer 4 FPHSM4BI214. FPHSD34BI214-5K LSFC2-25, LSF04.215. LSFCE-25, SFC2.25. SFC4.25� SFC625 Drilling, Tapping Screws Steel Framing Connector ICU M 2 HR85. HRS8_ HRS12, FHAS, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MSTI36, Straps 97 mil (12 ga) 5 LSSC4�26, LSSC6.25, SSC2.25, SSC4.25: SSC6.26, MSSC2.-26, MSSC4.25. MSSC6.25' Steel Stud Connectors Sea If Product Model, Number or Name Product Description MST1418� MSTISO, MSTI72, S/MST27, StMST37, SIMST48 MSSC4.25KW, MSSC6.25KW < I FJA,FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C Heavy Twat Straps FL#15363-R3 Is RCKW3, RCKW6.5, RCKW7.5, RCKW39 RCKW6.58 Rigid Knee Wall Cannecror 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSi L,$T149, LST173, MSTA9 MSTA112, MSTA15, MSTAIS, MSTA2­1, MSTA24 Straps 43 mil (18 ga) 7 SCB43,5, SC845,5, SCS475, SCS49,5, SCS411,5, MSi MSCS47,5 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46-8, 01-148-6, GH48-8, GH410-6, GH410-.8, GHSO-O� GH66-8, GH68-6, GHOS- Girder Hanger 5 LSTA9, LSTAI 2, LSTA16, LSTAI 6, LSTA2i, LSTA24, ST292, ST2122. ST21 16, ST2215 Straps $3 mil (20 ga) S" Product Model. NUMberor Name E!rodUot Description 8 SCS32-5tP7, SCS62-5197, SCS62-6fl 18,SCS82-&I 18 Bypass Framing Connector 8, GH61 0�6� 01-1613-8 a I-SUBI-13,25, SUSH3.25, MSUSH3,25 Bridging Connector I AS 18; AS I SS5, AS I 8SO IS ga. Truss Plates 9 SCW3.25. SCW5.5 Head -of -Wall Slide -Clip Connector 4 GL86A, QL85B, 01-135C. GI-1360, GL67A, GL67B, GI.137C, GLI37D Glulam Bearing plate 7 1 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength T russ Plate 10 SJC8.25, SJC1 0.25, MSJC8.215. MSJC1 0,26 Steel Joist Conneabrs 5 GLEIT512, GBLTS12, GLPT518, OBLT616, OLST520, G13LTS20 Glularn Bearing Plate '8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 N ga. Truss Plate 11 SSB3,518 Bypass Framing Slide -Clip Strut Connector 6 HGLBA, HGLBB1 HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTASO. MSTA36. ST6M, ST5224, ST9, ST12. STIIB� ST22, MSTW8, MSTC40, MSTC52 Straps 54 mil (16 g a) 4 ASHP Hinge Plate Connector 12 XLSH3431414, XLSH78B1414 #14-14 Strong�Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT.3. HbT-4 Heavy GirclerTiodown 10 MSTC66, MS747�78, 6TB236 Straps 68 mill (14 go) Sor0%1. W 8 UFP10-SDSS Universsl Foundation Plate 11 MTS12, M17SIS, MTS18, MTSW, MTSi MTS24C, MTS30C Medium TvAstStraps 15 XQIS101 8, X01 R1016-4K, X01S1214, XQlB1214-5.5K, X078S`1224, X07881 224-SK, 410-16: 412-14. and #12-24 Str[Ing-OnVe X Metal Seff-Drilling, 9 URFP Universal Retrofit Foundation Plate 12 StB1 56,Sffil.81� S/82.06, S162,37, SiB2,56, S1BZS6,s/B3.l2, S1W,561 SIS3�62. S/B4r06' Top Flange Joist Hangers FL#15730-R4 X0114S1 224, XQl 1 4al 224-2.5K, XQ1 12S1224, XQ1 I 2BI224-21<� X3461 Ole-51<� XiSIOIS, XIB10164K, XIS1214, XlR1214-15K Tapping Screws < S1,134.12, S1134.2% 5/134.75,655.50 Z 13 S(BA2.12M, SIBA2.12MO4 SIDA2.12112t SfOA2.12/114, SIBA4.1818� SIBA4.18/10, Top Flange Joist Hangers Sea # Product Model, Num beir or Name Product Description SiBA4,1 81112. SIBA4.18114 1 ET -HP Adhesive Anchor for concrete z 14 SIHIA HurricarieTie 2 GAC. GDP. GDPM-50, GOPM-75. ODPM-100, GDPS, GW-50: GW-75, OW-100, GTH Oss-actuated fasteners and assemblies < 15 SYHD8S. SIH08B, SIHDIOS, SYHDIOR, S/HDISS, 81HO159 Holdowns 3 POPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Prowtier-artuated fasteners. threaded studs, and assemblies 16 StHDU4, StHDU6, SIHDUD, S1HDU1 1 Holdowns, PDPAWL-MG, PSVLI, PSVI-S-K, PCLDPA, PECLDPA, PTRHM, PTRHA4 17 5fJCT' SfHJCT Joist Hangers 4 SET_3G Adhesive AnQhorfor concrete SHEET NO. November 1, 202J PA 1.3 FGTIndusnim Inc. C i NVIn s:;and Do rs, ,. IT Tlud ie -kc. 2. Et, WeAce dub ° previnssubmittal F. MATERLALC 1 1CO roltue) °. � , 3. INNew E� �n e Submitted J:d IVNP yGs (YSSI-BTU A. D� E' - 1. 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E .a .. 1 t for ` ro Q I., Anclior a x Edition. 2 a 5 '. . ,. ght sba& coat d,. � � _ °g Extrffsa :..: jDooi .�� U .and pky ..':_ 6. r series, of ALecep-tanc i1$ : - G{t.;witli.T T1:1 g- L y - . 1�rsE4,On1hhtej5as o3�u Exterior - D. [ a te F. xTEmE ` ` . #off° ' � ;�,na 1� oor �: i 1 f � . ' iDade De of arm E Rmurces ` dated issued ky nmmifactuf w _ n STAIINIENTStL �'1 r{.,:i33 ���� �� -2. StatftnMt L *"ef of no financial, interest and of issued mmffatftner, dated _ , ' independent, - J _ �. �� �°i�.i. � �' �9u,V_, ��� Edition.. i(� i� y dated t �.r� .. ati-�� to r .:Notice of Acceptance3:'Y_ 1.1--h4.02 isamd toKuraray,:.fileir::3.- y signed and waledby, :- :.,nn :. _ signed an waledby AnthonyLynn ,. Miller,. V J $�.' ¢r::..(}�`. n 8 Color . .pq $'��y. non $y ,�..pq . ��A831�YO` �$�4 A1.� J��� ��.��� .tllb'..�1�] ��.�iC�"AY'C'.1 is ,. 1dJ.'�'y"Vy.4: _11 - : _aRA -. .. -. 'E.ikl3 �#.> t ....t0/15 d by KS ll iF +.. °� Private !,� Agreement .may: yg g/ between.,:��y�y�, �y dw« .i y.SLS.e :. +i.i[6 �y+y 5.> �k1A'f+3.�. .M1iiW.: �. ■/'�' -■MV■ �g',?q�ry,.> qq; 8q /y� ar.n14:YLL``p�,y�, }.+� > �'�. kdInc.- 5.F'L`�ti, d. :i.,..�gro LY', . - 9 }. d�3tAT.' �gq�y,J�y+v.i+�y�y �p�-e���, Engineering, rs i by Ni ■ W },t+ ?yq���*p ppyy �T ,{ ,�}y'q �{ �%{� >�a '+a�a{yr �r� ,Is... Notice of a e o. �17'+��'�M$'.'�> i 5'o i m :Ely is � c. fo �JJ '. and tY,.iii[e•`x. ?JJGLO:F•>. a 3- Notice Accepter No. 18-111M.10 to Vision F, for their "Brown Im This N ..r -sA 1 - 41 'x i 1 . O, Coatedd oi la °7e Rigid, PVC Eea ^Firx k31i- 1_ 1f renews N00:120 ias 3 znd a s 11 rs n 1 T� : 9 �1-55, e 41� 1��� � 1sh 1. f _ F F_ :a 1 �, I 21- 2 n l ,11 26.. 4.L Notice of �.c e o.1811 5.11 � ��isionEklr suns. L t for their w sew `1 Tan 2 and ter shy es 'i � -- e11� 'PV ` . ,kyy - ..., . p ax pg [j a � � � a 3y 6 kvelior Extrusions forW,ind w,s »an 11 s7, din 1 , . �°' 1_ a � " '1r' ! .,'�'"M'13�'�' A °L..» " 1 '.t't""_.' �1 I�h q L ■ud a, 21. d Ca m Sup niz r Pre ' on . Ugperri of z Prod t' itL� u� r �x. �. BOA %`21-4: d Q Expit'a` $ April 14,2616 : YprO`fi u' ' i'.:s,1 $ ` i- p 'aSf.,S.. 3pptor-s a bats •i M_ -AftI 2, ,22411 a SHEET NO. November 1, 2023 PA 1.4 N C� ICI IA II-D14l E WA -DARE COUN o p O PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY RESOURCES Cast -Crete 7LiSA. LLC Cast -Crete USA LLC Cast -Crete USA, � � AND ECONOMIC (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami. Florida 33175-2474 T (796) 315-2590 i• (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE;: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED � � +-+ � C V 13 to W -- NOTICE OF ACCEPTANCE (NOA) www:miamidade.2ov/econamv 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 0 0 CU N �O U -2 � L O -L U) -0 N Cast -Crete USA LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 s2 0 O Seffner, Florida 33584 L DrawingNo. FD4612, titled "Precast and Prestressed .Lintel Details". sheet 1 o 1, „ +� I. Drawing No. FD4612, titled Precast and Prestressed Lintel Details , sheet' I of „ „ 1, Drawing No. FD4612, titled Precast and Prestressed Lintel Details , sheet I of U_ C13 :�, _ M re ared b Craig Parrino, P. E., dated March 24, 2003 and Drawing- No. LT4612, titled p p y " " • 1; prepared b Craig Parrino, P.E:, dated march 24 2QQ3 and Drawing No. p � y g g " 1 dated Q.��'24103 and I�rarvtn� c�, LT�lb12 titled "Cast -Crete 4" 6'' c 1�" e+ra ' �' p "— � p > . SCOPE. . . a This NOA s being issued der fibs applicable rules d regulations governing e up i g ss tun pp rue an r g g the use of construction materials. "Cast -Crete 4 6" & 12 Lintel S ' e Load Tables", Sheets 1 throe h 3 o? 3; prepared ared b g 13 p }` 2 h X revision 1# dated A ri128 003 be t Craig Parrino P.L. dated Match 24 2003 last1 . ga „ „ ,+ LT4612 titled Cast -Crete 4 6 clt 12 Lintel Sae Load Tables" sheets I , f ry yy, �+ �� ryry��pp . ' Tables" sheets 1 through 3 3 last revision 1 1 Lintel Safe load T bl _ , e o h o stdated Q6 I2/ 4, � gN -� ._ ' d -� -� L_ N N -i—+ OL !� . �, The documentation submitted has been: reviewed and accepted. by Miami .Dade County RER- Product Control '. - .: drawingssigned and sealed'b Craig Parrino.p g g _ ,q t �.,{{ a 3'% 3.prepared L7 Crai amino P. E, dated March 24 L#:f Q3 last through ,.P , , , a prepared, signed and sealed d b Craig Parrino, P.E. on 0811 11 , P , g s y g i ? > W o � .,�' ♦/� v p �, ._ CCS � ea -M Q Section to be used in Miami Dade County and rather areas where allowed by the Authority Slaving Jurisdiction .y ,,.. revision darted March 11, 2008, all signed and sealed by Craig Parrino, P.E,, on B. TESTS �� .� Q (AHJ), B. TESTS ", March 22, 2012. I Nine. m " W 1. Test report on flexural testing on 4 6" 12"Precast Concrete Lintels Filled and • N R This NOA shall not be valid alter the expiration date stated below. The Miami -Dade County Product Control Uellled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared B. TESTS C N CALCULATIONS ¢ -� N Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103„ signed and 1 Pp P 1. None. y �, � a this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamm, P.E. L Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236., ' 9 accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, C. CALCULATIONS prepared b Craig Parrino, P.E, signed and sealed b Craig Parrino, P.E. P P y g y g .3 modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCI LATIONS 1. None. D. QUALITY ASSURANCE ._ this acceptance, if it is determined b Miami -Dade County Product Control Section that this product t P Y p u t or material ' 1. Calculations ter Cast -Crete Lintels, dated 05129103, 207 pages, prepared b Craig P g p p g D. QIALIT'i? ASSURANCE 1. 11y 1iatni-Dade Courzt},1}epartrnen of Regulatory and Economic Resources {RER}. > _ fails to meet the requirements of the applicable building reads. rein .E: signed and sealed Craig Parrino P.E. Parrino, P , s gn a s by C g , . •_ n � Environment, n Regulatory Affairs. 1. By z� aina Dade County Department raf Permitting, Environ r ent, and gu ry� 2 Calculations or Cast -Crete Lintels, dater/ 05/29103, 140 pages, prepared b Craig p g p 1r g E. MATERIAL CERTIFICATIONS Q This product is approved as described herein, and has been designed to comply with the high Velocity Hurricane Parrino, 1':K, sued and sealed by Craig Parrino, .P.E. E. MATERIAL CERTIFICATIONS L None. � v '- Zone of the Florida Building Code. 1 None. o DESCRIPTION: ( Cast -Crete) 4", 611 & 12" High Strength. Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION. ` OTHER „ APPROVAL DClCillr/ENT. L)rarvuig No, F]�4ti i2, titled: "PrecastandPrestressed Lintel Details", sliest 1 of 1, L al stein .Manual or Cast Crete Machine Made Precast Lintels revised on M 1, `�' .� % F. OTHER I. Letter from Cast -Crete SSA, Inc., dated 08/19I2014, signed and sealed by Craig r d - prepared by Craig Parrino, P.E., dated March 24, 2003 an Drawing No. LT4612, titled Cast Crete 4 , 6 & 12 . to n Cast -Crete r ration date Februar 03 201� signed and sealed 1 Letter r fromCo d y g Fortino. P.E. rests in compliance with the Florida Building Code 2014 Edition. , fy g p g , Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. ,po, by Craig Parrino, P. E., 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, 201.9, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade 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 Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL ## 13-032I.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details`, sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufactur&s name or 1 and a •- p b e logo the Miami Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing /�o LT4612, titled 1. None. B. TESTS _ County logo. "Cast -Crete 4" 6" & 12" Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by L None; RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craigamino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS C. CALCULATIONS change in the applicable building., code negatively affecting the performance of this product. B. TESTS None. 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. E`one.. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1, ByMi ami-Dade Cottnry Department of Regulatory and Economic Resources (RER). MJ any section of this NOA shall be cause for termination and removal of NOA. 1 gone' D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT':. The NOA number receded b the words Miami -Dade County, and followed b P y t}', Florida, Y D. QUALITY ASSURANCE L B Miami -Dade County Department o Re ato and Economic Resources RER y r3' P .� g� �' (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER - t- INSPECTION.: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request ofthe Building Official. L None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and A1 4, r1 // E-5 as well as approval document mentioned above,'" The submitted documentation was reviewed by 13elmy A. Mascot, P.E., M.S. elmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M S.. It,NOA No. 20-0630.15 Pro act Conntrol Section Supervisor NOA No. 20-0630.15 Pro net Control Section Supervisor NOA No. 20-0630.15 Product Control Section Supervisor NOA No. 20-0630.15 MlettrftottDEGouNtY - f Expiration Date: 09/11/2023 Expiration Bate, 09/11/2023 Expiration Date: 09/11/2023 iration Date 09/11/2023 Expiration i Approval Date: 08/20/2020 Approval Date: 08/20/2020 1 Approval Bate; 08/20/2020 Approval Date: 08/20/2020n4te Page 1 E > E-2 E-3 Cast -Crete USA, LLC Cast -Crete USA., LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. L None. D. QUALITY ASSURANCE D. QUALITY" ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources ('RJR). 1. By A4iami-Dade County Department of Regulatory and Economic Resources (REIV. E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS }, 1. None; L None. (V F. OTHER F. OTHER. i 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1, Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z U) Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8. UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition; issued by Cast- M 0 A. DRAWINGS Crete Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. � 1, Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of L CD- 1, prepared by Craig Parrino, P.E., dated ,March 24 2003 and Drawing No, Q LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load fables", sheets 1 O through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E;, on V January 22, .20I R B. TESTS L None. C. CALCULATIONS 1. Nine. D. QUALITY ASSURANCE I. Ay Miami -Dade County Department of .Regulatory and Economic Resources (RER). U E. MATERIAL CERTIFICATIONS Q L None. F. OTHER L Article of Conversion for a name change. O L w C66 my A. Makar, P.E., M.S. Cl Helm A. Makar, P.E. M.S. Y � Product Control Section Supervisor Product Control Section Supervisor zJ NOA No. 20-0630.15 NOA No. 20-0630.15 z Expiration Date; 09/11/2023 Expiration slate: 09/11/2023 <t Approval Date: 08/20/2020 Approval Date. 0$i20/2020 J E-4 E-5 a. SHEET NO. November 1, 2023 PA 1.5 I ___% - /I ILI E00 tmc\-, TILLIT TESTING S, ENGINEERING COMPANY )?RDD=J�N� I'll I N egrOET NO, 20,0228.01 2 22-TESTRIE PORTS -. , Large militfli e impact and fatigue load tests were performed underProtormis TAS 201, 203as per section 1626 of the, Florida Building Code. Unlificirm static loadw EK= LEYA1J"1EQN_R_MZQXt_SQ_2Q-A?= -1 % rEM-L C-HARACTIEERLSTJCS ,, AND -SPECIFICATIONS: Shall be strictly,in Accordance With General Notes and Components indicated on sheet 1, 2 and 22 02.6,)of Product Evaluation Oocument,(P.E.D.�, drawing I I I --- I- I,----- ­­ ___­__ WAT,TMt A T7LLfT, M., F.B. ,,Wte @oo,LCOM , = " 44T47 " AC_A�1,1­40.N)06-,I� as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering & I I No.20-176; Anchor specifications shall be as, Indicated on wheelw� 1, Tgnd 21 of Ties ting, tric., Reports # 96-669 dated 0810911 996� #96-570 dated 0911811996, � 26, Of Product Evaluation Document (P,E,D),,id1rswina No. 20-1 , 76� , PRODUCT EVALUATION REPORT #96-T`30 dated 09f�0/1996, all threezigned and sealed by Hector M. Medina, . RE.i Fenestration Testing Laboratory, Inc, reportsft 2032 dated 0411611998 and #2126 dated 10105M9908witnessod byGilbert Diamond, P,E. And Report No, 17.1 LIMITATIONSAND CONDITION ADF U - 1 REPORT NO.: 20-012COI 0219M-0,9, dated March 4,2000, signed and "afed by Edmundo, Largigespada, ­ ___SL RE. and Henry Haftem, P.E. 7A. Shall be lstrictly in compliance with General Notes No� 1, a thru 14, indicated I DATE: July,28,2020, Tensile test report'No. OCM-197 cy QC Metallurgical, Inc., dated March 13,2009, I on sheet I of'26, as well as General Notes # I thrul 4 and 1 I'thru 16, indicated orrsheet2l of26 of Product Evaluation Document IRE.D.) drawlinglitio.20-170 � A PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E, I - I prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr.,, P.E, PRODUCT SUB -CATEGORY-, Storm Panels I "_.STRUM_,RAL,ENGIN ERIN IONSt , , _ 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES a.% PRODUCT14AIli 20 GAGE GALVANIZED STEEL STORM PANEL On 20 Gage Galvanized Steel -Storm Penal for maximum panel length vs. design Wind load, as well as maximum anchor'spaicing vs. design wind load and panel dollned on section 1820.2 ofthre Florkl$ Building Code, I I MANUFACTURER-. I n, ..,#. A I If� length based on rational and comparative analysis, and in accordance with section 161 6 ofthe Florida Building Code, Calculations prepared byTiltect), Inc., 7.3, Product shot I only beinstalled Into poured concrete, concrete block;.and wood frame structures. 000 S.W, 61 Street DaVie, Florida333`14 dated 11 10310$ a � , nd 03112115, signed and sealed by Walter A. Tillit, Jr., P. E. I � PURP9_6E OF 8VALUAT, 3- WS IMPACT RESIUMCC., Product Evaluation Report prepared by I WAter,X Tillit, Jr., P.E. l(Florlda License I �JO .N1; This is a Product Evaltiatich,Rapprt Issued by Walter A, Tift Jr., P.E. (System , L,arge missile impact under section 162a of the Florida Building Code, as per TAS 201 Protocol. I No, 441 67)i President of"Tilteco, Inc. (Florida CA-000,6719), ID # 1906) to the- Global Protection Products, LLC, Rule Chapter N, o. , tOrMONNI01"i 61020-3, Method 10 of the Florloilt Deportment of S,ustnews and 4� �WND LOAMAESISTANQL I - III , 0' �,k N TIQ �N �$,. /)� iv­ Proftselonal Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind AN01 I .:­., �v ,,& ro , V 1. .., �P� , - , 4:t: �-,'v\c,Exae .. - S* - This product is being Issued an EvaluationReport-as described herlsin, and has pressures. Maximum panel length $hall be -as indicated onsbeets-8,10,14,1$, 0 - ... 'I--- Z �," ., i�. 67 S -::� `1 L beenverified fbircomplionce,in accordance wiith the 2020 Seventh Editiontifthe Florida Building Code, and to verify that the prodictis for the purpose intended 16,19, 25 and 26 of2flof Product Evaluation Document �P.E.D_), dralwingNo. 20-176, Maximum Anchor Spacing shall be as indicated on shoots 8, 9, 10, I 1, , _-� . ,___;E­,,___ ,r- o, 14 ,X=��: _� .*= ---- I I ' ,�-- - !-*-,t---* I S f ��-0,11&,,q,'-�;, at least equivalent to that required by the Code. 14, fl�, 17,1,8,19,20 25 and 26 of26, of Pr ,oduct EvalualiorrDocumentl(P-EJ).), STATE OF _.,�,:Ir 7,',10 - - p. - , ''I - drawing No� 20-176. I �&' "I I ls_,�?P% AZORIW�, -.4 , _$ lii� ��;�.� , \ ,f . , 1, ,'� 4,11 ��_ S ­., , Yb;, ft ­4­ ljr�� Ax � This PnoductEvaluation Report shall be subject to review and revision in case of a Building Codpchange that may affect its limitations and conditions .5JNS-TALLATI I I LWI N, A,-xN "WN"IfilitsitO, Installation shall he performed strictly in accordance with details indicated on 2.'EVI E SUBMITTED: I k-1____PR_Q_DU__C_�UA�T QN-00C P - sheets 3 thrul 7, 10 thru 20,23,24 and,26 of 26, of Product Evaluation Document (P�E-D�), draViring No. 20-176. Minimomseparition to glass shall be as Wftu. D A T10 ECO AE)Mok RECORDs A P. E - REPORT,2b T, 0 LORAL PROf�CtIONI P RODUtT8. LLC � 20 ISAGF XKVAN14,zO STEE� 5TORMPAXELk IORWG 4 2111-17,61 REPORT III 20-1)".11.01 _U,MlEN_j_(_lE.D.j. Drawing No. 20-176. titl6d,1120 GAGE dXLVANIZED STEEL STORM PANEL", Indicated On Sheets 6, 14,16,26 and 26 of 26, of Product Evaluation Document wheats I thnj26 of26 prepared by Tilteco, Inc.; signed and sealed by Waltat A. (P.E.D.), drawing No. 20-176, Tllljt, Jr�, P�,E.;datled 07128/�020. This drawing is an integral part Rlillip"Is", Evaluation Report, 010 11A k0kkil 11TIN04", � 1'�&,� I -SA,,,,I rt K, � lqN��. �R- h: ... Z 1;,%, " V 'S. , �_ k,(/� 0, " .­- ­. ,/, , � - �p �-, I _1 N 111 ___ , - __ _______ j � � �� . . ,,j__,, OCE 0 "IA _, __ ­��� . �� . .tl . _,7p:.,i� .,',��GEN$p'%.� M,. 'If - I .. �> ,-:��_ --- Z%S;�_­ . r "C-A�-7-i ' .� Z �,__:__,_ , _17_'�s N S I I 0� 44167 *� s '- ��_: , 167 I -, -K-44 'Z I = ,_;_1`Zr *1 _*__ .*= I , "? '. � I --i;77 " 1*1 --7-Z * / ' .mb`, 1­., Z , y - " ,-, !�­,-. - S ,��',% �'to'PJON ..", , , I 3 ,q:� S-VAA OF �-'*,,�_- . -7 f -_ � I ,� ., All t, - "I(, I -,I�-�q,�', ­­ .. '_ I - ­,�, � , .� -,. S­­ ­ 635,5 N.W. 36th Sow, Suite 805, Mimi, FloDi ­ i i3.1166,Phoiie.-(305)$71�153,0,-I 11 I a- p4"g"Pill I I ,\�e, C . 'a , " ,F, - , *11_ , ­ ­�* 0, islo�4 - "06 '"Irl"1100100 I I, 0D , ". I I I I I 2=ML_N=. OrO)) IN OW THAT Rrio�� Sjobt� M PRECAST CONCRVE PANELS, S-11rlu OR wow SQAAOS " POON01 OR U4F AWALMt-W-OW-A&W=_23111L.102111ILRO" EXTHINO WAIL� ANDCAS SMALL a LONG ENOIJON 11) REACH THE MAN SIRJCR.46� DNRA� SUCH PAT&' IS- 1, STORM PANIO. SHOWN OR THIS PRODUCT EVALUATION =VMW trt�O) HAS 6W4 VENITILD TOP OOMPLIANCE IN AqOHOR<-E SHALL at AS MENTIONED IN a 1) AND W4 0,2!). ACCORDAME' ", DK W20 rOh f-UTNORT Of THE TTE�V,TA jeD4VW CODE �P 1'.4-.M%�Lt=-'V,N,-$KM"'TA,W-2,----Ql-khI 05SI6N VAND WADS $40KA, BE DETERMINE�� AS PDR SEVION IG20 OF THE AWYE MENVONEP CUM, - 1/4-A, TAPcoN TIRCHdn. At M�Wmudwm Re (,TW 5DUV, W_-� fOR A WIND, �N;fb AS RETAKO - *I'll' ILI WN E TNM SOUTUAS *411 SF MtAoika ANU - P4 -10 fMRELVAT,- FFNAUO 10 A740 0ANG,QQj' PLUS ANCHOSS, AS MANUI'AMIREV W, ELM OONV"TKIN FRODWIS, EA"N'D 1 FOR A, "ECDONALITYfOCTOR ...,"Aft 16 SKAII NOT EIRAIZ R MAXINUSI fkSX) - 1/09 LAS SCqM PER N,D.$, , OMON FREMM PATINE% AWATED I.* Slerm I THIN, 12, T41 i54 it, I's A, 2U, -7/161A * 5/r WOOD SUSHM AE IkSMRkHTD 01 ALL POINT SCREWw OOLT * VECTALTY M� #1 ORDIDt TO I'Viley THE AD(NE CONCIPON, VLTWTE DESIGN WM 'LOAD$ OCIMMINED M ARM 7-16 C,1, VINIMLIM THROM PENIETRIATIGN INM WOOP M 1APCON MCIfORS STRILL BE I I/,V AND 2- FOR aOO PANAAAT9 KITS SK-1-11 RE fIRST PELTIGES, TO AELO. DEMON NNU LOADS l5Y MVI-MYNO THN IST 0, 6 04 ORM YQ Arlo PAN11MALE PSMAIk 01 tompAter I+M We W,X, pl.sk) 8ESeDU PRMWRE, RIol"as tNMCATW ON s-mErez. 7 THRV I?, 14, uk, 16. is & 20, - ,e) R+ ff� ORDER TO YERWY THAI ANDROR% OR VQS PEZ, AS TMM- WEPC NOT VQR SIMMSED. A 4Z OCROISE IR ALLMAN, , E=Mrg_o E 112 IRS THREADILD r I='EC1P=E4JON OF LAO rMEW, �" Ulf WOOD fflAME: OUR STIALL 6 1, �, I OF 0001HERED AS P&Rt OF M5� REOVIRED TRRSADED, M&W.TIOIT _ STK-­ TOO WIND LONDS WAS W.L USED IN TROTR VWn% 0SODHEAS SPACKH, TO WOOD OAS REEN OMIRMINO) IN AMORQIIRC� WITH N4.5­�VT& ,-,a� MINMIUM EVA D15DINGE OF LAG SMEWS. N10 NOW SRALL RE AS INOCATED Al THMS ORAININC -TORM RAW'$ ADOOVACY fr WITA CHON, 0 - > - JR hVIAtt ANO VINO RM15TAW RAF REEN VERVIED IN fil-MROANCIE , SC ' f o 01 , ADON OF WOOD SUSI,AS SK41 RE 5,1$', THE AW& MENTIONED CODE ,'Is PER HURRICANE ETA3jREEq*C & 71:9114 NO, PEPVATS Se-b", %6-6170 & 415-130 'Pro C 4) WARMUM RESETS, 0 Ile 6-20 S_CW*S WID SHAU -Z 1 IY2- tONO MW,VUW - 1HAAMPAPON TESW� J.40 WG, r"M MU a f2126 . AS PRUIT)COL'I TAS-20% TAS-202 AMC Tes-201, 1,�*)VLD MCCO V*7, AND 1� MOWITA YOR WALLS WITH 00 SlQOCO� AS WEIA AS AMOUCAN l LM Or SEUN FLOROMI PtPWi #07"OF­09, AS PER Te,' 201, TAS 20T AND TAS VQX STANS,W3. G�) OR OASE `D4AT ARIUSIV STORE, OR PAECW GOINCRETE PANE4S� == to WOOD, WANDS ME FOOD ON THC �XJSV,NE 2 ALL ALUMINVIO OTRUSM V bE 100-TO ALLOY AND TEWM &INLESS, OIKR,WA NQTrV)L SM SHET 2� WALL, ANICHORS SMALL 19F LQN(� ENOUOh To TRA18 11K MAW 1ETRqCTUqrL 130,11110 SOO" PANELS, XNVWMOE,$kYILL SE AS MENDOWD IN C�Q, 11) 4, CA) � ALL ALUMMM SbOEI METAL USED AT �;J,HSURES SRALL iRI,Vr �IDO­,4.14 AL.LOY LDI AR"P$ SNALt aE �PMALLEC FULWAMIC ALI, OF THE REocAeW%D0a,S, AND SROCTI,EAPONS CIF `NIE ANORW5 0ANVEW-ITUTTER, A ALL STEEL SHEET METAL PANELS $HALL MIS STRU M1IRM_ O"'M SlEv- ASIM A-SSIT e'�RAE Go ""'wo, G­11Q , CALIA197E0 STEG, D-SIONATION W/PY- ER3 .$I (41TR RQLLEO� & PAN&S MAY ,ALSO RE iNSTkLW HORGONTAWe FOLLOW"Ir NSTATLAWN PETALS SHOWIT' 44 r1C11QN 1� DiRcoOk 10 mq�Ers 4� DOS100H $1 EXCEPT HYAf HFADEJUM&Q) SMLL NOT K QWV �� ALL SWVW TQ At STAN" 5� It 304 OR ,,116 M5i .-Sffif_1 on ,eDRMS" R�SWANI, COATED CPATSON SUM AS PON ­ - wmoo S 0. 11 34"Ail aE TWE RESPONSOUrf or THE CO~_OR To ARRY THE - , ESE OF tHt ENUCTUK WHE:ft �Aiter ", is To, Or OIN 50018 */,W W YIELD STRENGTH AND, OIL W IrNSILIE STRENCTN A SUALL COMPLY W/ PLOR" $UPOWC iOgot secnopi 2,1 f Ja 4, ATTAC14M TO INSURE POOPOR ANCHORAGE, THM WfftoI SHNL 104Y SE IOLACHEIT TT, CONOR-M MOCK ON WOOG ANWE , 01)"I'llas a ROLIS to % ViTo A-3w IWMANL�_­ Vall Do Ast 504 SERIES E`AIULtSS1 StFEL, WITI 34 I'M M114IMQ4 "IlaD STRENGTH." $o, DAM RES" STOR4 PO4EL WNH LEWZHISS OVU4 W-B "CLOR jj'­At� AS PER SEE�PoNr 6, EL $ 4. iO ,AND ALTERNANVES RN, -� ANCHORS TO WALL !NKL SEAS VOLLOWS, aw A, IOW ON SHEM ;11 A At 12 RESPECTNttlyll SHA`L R%eE A LEOSLE AM., RMWY 1ASMI.f MAM"'. NVRV-111,10 OMER OR, TMANT TO �Kr,'JRF PANELS IMT4 APPLCPRLZ REH,EORNERE%L UUMIR; PCHEE-, OF HIJRRICANE WARMNO� NO iai NO I - it HiE IRSwLAMN C'ONTWW,�N 'S TO sm/cAut'k ,M,L sHOTTOR ODMPTNETV EDGE$ W,-RGW MDAMN IN DURDRUSU'L ONIACT VIM - 14 , ITAPCON All-CROP4 AS MANUFACTURED of LY14. awwol WE, IND, C­a,52 T'I,i) -.HE ouko-W TO PIR'Neur WIND/RMN R,Tnilmoli, - 1/4, 0 ,I 1/6' r"-iN AR�T!OrE, As MANUFACTURED BY "ALT ING, (MIN� l'-3000 p­��) - f/.'O , ��,14' SCAX-eiST ANICHEAS, AS DDTRTP,RED By Mil PoNtSCRVIN, SOLT & S;S�VRLIY M. 12, STORM DANEL INSTALLATION SHALL rOM,"0' WTH SPEOS MiCATED 10 UPS DR4WINS PLUS ART SVILPINS AND ZORING RDA"TONS �w,,� , *t-moo P_.J.) FROMED V THE JVRISOC11*4 WHERE MR40' M APPLAS TO - #14-10 PA14ELWH "AUL 10 * RAW_WAT� P10S ANCTORS, A!; MANOVACTURED of ELM CONSTRVIt'LON PROOL-ClE, L`l, (a) THIS POOOLIa EVAWATKIN WOLMENT (P1,D), FRE-AW-0 VY THIS EXCINFER M C43IEMR; MY, DOE-% W,"wm olewkAtm (W"� f-mo P,.L) -THE fop A OlmE SPwil, PftirrD i,6. WHERE, TK gq,f LGROMON5 OEY'ATE FROM PEE, - I14-0 Cf TAP-GRO MENORS, AS MANION'TCRED W, 7ft-f-W, t6RPMhtON lf'-4600 P-0 ­1VXf OI) CONTRACT R TO SE RLVOT019LE FOR T�j� S�IECODN. PURICK"st AWO INEDILAMN fW,QVftG L�Ft: Sln-ry Or Mr. MOUCT AA) MINIMUM EMNEUMLAI OF TAPCoN AWHO45 WO POURED CONCRETE SI01.1 &I I ,VA�, 2� LOW PARiL#ArE I , 645.1, ONOU."s pz�`D PROOTGO HV%D, Do's ?1101 W11XIS FROM TKE CORRIDORS DETAILED 014 Tl4r. DOCUMENT ID AM VAMENALTE PWtF AND I L14- FOR rr W-ORIP "OGR5 MWPUCTION SAFF" AT WE r W OWRACTOR'$ RESPONSOKM, 4.22) D'"-01 & SOLiD-SIET ANCHORI� SNAU ME EMMOOF0 7/Z- INTO T4e� PONTIM CONCRETE, T* wKONENT 4rilo, -4) TOM PRODUCT EVALLIATIONDWJMRW WILL RE WWWRIM INVAUD IF W401EU STCCCO SRM,L 0EPERW"M IorIt� f-20 SMEWS USED sk,Il,L, BE 1 !1V LORD M011MOLI SHOULD STUCM CXV`T� TIP L' MINTAKIU FOR WALLS VM, NO VUCM, ANO MRr BE HEADER =",9 OR ALL THREADEO SCREWS WjQ 4", (6) _'SM SPWR,C PROVECTS $�ML RE PREPARED SY A LtOIRUA R)EGISTEM STQWFR ON AR01PTECT AH014 AID, BECOME THE %R *MIT* VARC NUIS� 5NDINVER OF REMSO (ED, I'm INE M10371T AIR) 1*40 10OLL % ArSPONSOLE FOR THE PROPER USE OF THE PZ,V,!%0NSVR OF 5EGORML ACTING AS A O&ERATED ENGINEER TO Tie A1) V4 WE THAT PRtr-ST SOME, PRECAST CA24ME PANCA& IW,SRS� STUMIT OR *OW COA10-1 BE FOUND OR THE P14 -NGINOER, SPOU SVOMH IN TAN LATTER IqK Snr S-ECILIC DFAMCS TOP REVIlot rglSIIJQG WALL PA ,`LOOR, ANCHORS 341AU ME LONO 11MOIlb TS R94"t THE MIND �Lmclqpr KNIND %VC. PANELs viCAORPEt SOIL- W A$ MDoIN40, o Ao) ATIO %, A.2L i.1 THIS P,F,b. SHAL4 6M THE DATE AND ORIGINAL sM ,R1-* !DGOO­vVS, OF THP, PROT�_-SPNAL � I ENi;afim 'DI, MOORR, THAT PREAW-0 IT- �Io 1X"59b2.=Wa1L_-.=_XALL �_SA_141 14- -RIMER MANUFAMFURER'S LAINS, SNA41 RE LOCATED ON A ITWRyHS%C LOCAMN AT STORU - 1,141 t TAMON ANCHORS AS MANUFACTURED wr 11 11 *I flu-10EX INC� PANEL SNUTTER, 0`4 ACOOKIMCE WITH S11-DON I7OqR_!I ot� FlIORK4, 8UPP'NG CODE- OFIRE LAWL ' - ljc� 0�7 ;N, ANCHOPS. *5 VAN017AUTURED W DERNILT INC, (144, C-HICIL P.,,'.) SHVILL SE PLACED fOR EVERT OMPAW LAREUNG TO r9W,Y WOH SECITION fill-.4,2 OF 7�­ ef�A�&=;r - i�A-s g _ t ANCHOPS, 4 ;X,"RjSQLLo or ALL PLTC '1ORD0F M�� A ePtOALTY CO. 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Do ' ,Ik , , I , aw WIS, IS, w', ',�;o 't,, L ;rw _ " - , ta")M-TIMP FA* 20-176 SECTIGN ZA IE �_-� __ ownw- oscftl­� SME A10-1, 2�� wm!�� Notir u . ,7 aw, ,,,_ _-t*_1**1 I-- 7 - INS, ,INC-_10"141116-7 Ea=,`�­���-_ 0 _- _­ I /_'.=_���""" / 11LIE00i I TILLrr TESTING rx ENGINEERING COMPANY �­_.__,___1_,. - _____________ LTI,, TILZIT M, r.E, - I PRODIX1,MLUATION-REFOR P,I,i,�,, 441$7 X FIII�A.I:�S.M,D.306611� I REPORT No.; 20-OT27.02 DATE: July27,2020 PRODUCT CATEGORY; Shutters PRODUCT SUR-CATEGORY, Storm Pan ,els I I PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORM PANEL I MANUFACTURER: Q10bal, Pro LLct 4800 S.WI �51 Street, � Davie. Florida 3,3314 1. MOOSE OF,EYALUAT QNj L This is a , Product Evaluation RPpOri-Issued by WalterA.,nifit 4r., PX, (System ID 4 1906) to the Global Protection Products, ILL0, Rule Chapter No. 611020-3, Method 10 of the Florida Department of Business and Professional Regulation, This product is being issued an Evaluation Report 44 4"q#lbeo herein, and has been veriffed for compliance in accordance with the Z020 Seventh Edition of the Florida Building Code, and to ve* that the product I's forthe purpose Intended at -least equivalent to that required by the Code. This Product Evaluation, Report shall be subjecA to reviewand revision In case of I a Building Code change that may Affect its limitations and conditions a. EVIQEN_CE SAUTTM SAL Xt�"1Q0QUUGT_0%LUATIQkDQQU1ME)I1T�P�, Drawling No. 4-175, tMed '24 GAGE GALVANIZED STEEL STORM PANEU, I I . I I Jr., P.E,; dated 07/2712020 ation Report. I 1-4: � . W, :W, f ", �� -,. 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'IN -SW I I � I ^11borl, I ,,, rl-VG`7� " I . , . ,�;, > I " ,, _1 .-,SO-_ ,-,� 0.013V W_ TRIc" ,­I_=`-_�A, !� I . �' I I I - , , I I 1� � I i I 1 14 ­­T 1___1 I I - ` I , AM A-03 ­7"��/�, 0 I SAVVINIZED Stm � - , " '� , - - - ­66 - -- � , i - ,,1 - I � /' '>i,�,�,��O_ "#b 1 4" " I ' k __ , ' 1. 1 cRADE,ft MINAIV R%�,' , 0 774" AME ' I I I � I / I -C -, �-k,q- ",I," , I � 2"SOr -W 09VI " SMUANM EYES SW , , � 6 � __R ,/ 11 I 1��IN \ I �/i 1, I I , e ASN A_6$1 / '" -,--- 2100) - � ��,, , . _, t ,ZV,1",1'-,1 HEMMED, M N \ - ,�, j�NENNEOI TYP, � 2 T, -F � CANIS $0 MINNITM, MAIL Aj orTAX ;� D-00 ITALe. - \ - � I _f mas . EDO -1 i WIML & 1, 48.81 1 -ii"All, A \ _N11 , 11 I / � " � I 1 41116 __ !�il - - I - - __ - - --- 1-11 - � ------- - I ­Ii, �� I - -1- I - ­ - I I . . ,I � ­_ ­ - __­ � i - .7 '-,, I � , �' . --"�--l'-"-�,-�-,-�---,$.2!w.--�,---"- �_�,�t 01 =9111-fm 4 END STORM PMEL 'W---.- �­-._!, -, I I , ZZ-Z- ___ ,-,,, ,I,-- -_1 fa- W_ � ­ 2,TW- PARM'SZOD LP _��, , ,". � � f, � -0 '115, .- 1, , . 1,2se -Too' 9 2, -, -, __TSA'_ 11�� rsa , �2;E ,�;­"N6-6&�­ 1� �11 1, 4 i i W A ANO Z, "2&* I " �%. ­� L?!IO�r ,,, 1-1 I - - . '. r. � ! " , - "�A,= ANC" - ,.c,,t­ ­�>­ i _T_ . I 'TO * "I, , i " , . � � I " I 11 I 0 r 1�, . �_�, , 11 � - I 11%, �� I � , - I I i I � I I ,,, I �,, I , *0,�a' I j ". - - � ,,---, 5 -1, I - I- - S3,75, . I =1 � 1OR3 '. t- I 'SOD, I - - - I " 'I', �, ___15� , , I 1�60` _� , _,� , . - 1 ORS Il' Z I OPO' . I I < 'I- . - - F_ ; 1031 - � � -1 I I R4V - SEE � I - ' t , 7j I 1� I I I ____'J _1 III --- . -1 ?s '. ­ '375 1 -- - SO= ,�� It 4 I - - I 11"N"E" - - - � I I 0 � I,,-- ! LOS, e0­1 je�_ k4;� � � - . , � I � I " � 1 1 � � , �---­­­w M­_ ___.- �111,$W_­ 1 3,WV__J1 �� 11-- _jj rI"I ttl ­S4. "A-2 oco.%! - -, ow___� ROUNDED OORNIEF * ENDS OF PANEVS & END LjP W/ HEMMED EDGE. ("J's) C, )f ,!h�� 03 vl� (�) AN �4 AMIM WH =0 @O MOLE-M � __1 - 1­1 LAINIES RZTMX1!A I SEE oi�L - = -f--A I/tA A, IfT4 *_W' TV ma ,174' 10961 'a,, �IRNRI -� �`Iw , T t__ __­­ ____ " � �%z jltll� - L4 -, -4 ... I Ala- i 1,711-Ing, 304 SEP I , SRDI I rL =, -i _ .188 r I _1 - , � WS � ,-"- , -7,r-, ' __ TIVIEM 70 , '1�4 � , -1-1 L_.__�� F_ ­ �, S, f , .m I 0 - . q , W. ( I , j L _E76,/ -- � � � f- _1 � � I I . , � � mou 0 12 ,/E­ ox-, I r-r- � T - I ,�,- 1 ___ - __� ---":--4,j � Rn�l i r � � 'T � 1� ,� � L, �,' I I _�w I 071, I !---- � O�a, I, - *---I I � , R",2 I'SPO � L& , t 1-34r 0, . I ffi� I ; , 1_-, , � !- I I -�_ toW � I � , � -a'. 'OLE r6p, i \ � � �.� � � � , ,7W LOCKYWIR R ) �, j , Omw PANEL OAMAIL ,957* S C)"I I I- I 1080* L_f � , ,'j_______, I I - Ao� ,&E5, 1 1 5 11 ,-- - T .Eiw ae (��) my 8= MMR \,, !ai� ,_,,I J__ri,,�) ___� . lr-_-_��, M ::=' (�) ��� �R 34C *E' 11W T DALBAW aem."V.- i..I� Wmi-Im "I � � . -) " "I", 11, - ,�"*t- ot,,�,,*� ITZINK - - VS, is- le,Ro , - ---I C I 5R­.%­- �N' - __ � '", .1 50. f,-- I - � ,11-e 00� L_N)X�trys,p .�., 1% 1)75�r I I , v*30-0 �sei��# / - I Z � `. � I � � , L. 7 1 ) I Z � 3W N" ­3111 '. = I I ,-----, 1� 1-- , -'ail r ,� i *; * I ___1 r � * - FLORIDA RUiLDINID CODE. (NIgh Velocity Hurricane Une) ; I I � I � � I 40,1AC NWM � DIATOM = � _1 , I - OF PANCL 'S 1% ., - rvmc, ti,_- F`P, , L � , I' V, � RL,ODO MIT. NOT ME STATE OF .: 01M 20 WE GALVARM STEEL STORM PANEL _ ,; j - 112 1 . , r I?, , ", �__ L_______1I:4N_ iU , _� I -1 (�� XEX HQU % 0-�`, , ��111 I ! , - -±t-- �­­2.ow­-, `l%,,!,r4 � . � ­ I ALPAM �,,K; �/()f 11, =� � I I. �C� MOMIL PROTECTION PROOUCM =1 W`/U"W'E1`R' , � �"** �_ 9W ", ; , - 4)"e" 0,,.Orz:_-=i�� ---'-- QW0, SIX !O WRW - I INNE, R_ MM4 10-1;6 ALTQIMMNELY� 459 WING W W/Olef . . . , AS'RD (Vt -7w, W ")140-1717 211- 116 ..�� 4)M ,Z ,� MONDLIT114 "SHER we Aw"NAL I. _N,� . SKW I OF " ALIHONUM-ANM " ;/1AZ*17I/1=11 1Z11= __ I S:S _�,_��_ ___ "'"N"' `M` isl�� � __ __ 7= A= Tun 0. P.E. :_ I 1; .1 I La �'� (SEE %%URLE ON __ _1 CONCRETE ANORIA-1 '" 'Iffl! 911", ""' =901�w NOW 1* WADC � Wes . )/a' _, - TAC , AWN, TUBE OR I' , � �' P11 WOOD 'PLATE $P*M , , S'� I CONCRICIM AN04M �1`1_ fSSE ScoaLaTIN III SHOM 0 "W" 9)7 ", __1k3m, ­____ -1-�-- 1. - - I \ i I'll Mk,� - I - -44'* W ) � - . � 4 �� 11 r� 0 (6j r e AR3,_.- J7W=W=, - � , � I 0-,, I , 04­ It I , 4 - = � - �'. , 4)� � I., 1W " 1­43D-s I 'A ;1 I== I � ,_ � \ '* tr.9 - -1 I Ial 110 / I- � -, I " � e.� � �� -I 4, ,= - . A wk , 1� I -� L (er _I, I [o) i �rr I . �-_­i­ I I I S I I \ 'IF i j I-4- . _ I-M I I I I _4__1t=_ ! j ­ �,WmR -,�A4: - ��,--.,7 ----- - - -11, - I "a ­___111_­� .A41 R. 14 W_ _Z,.W�"` t 9 i 1 _4 4 , I Q%A*01 "' I . - I _; vW MII" i I I =., . I i I m- �� Q_1.*.X10 _1111� . et, 0 1 - =,y". I,'Ke ", I .. 11 11 -0. z .L, - MkK I- ", R I C,� I r� (I I Id - Lt-WMAI (1)-W_,,,_1, I- I I I �,. V. Z lz- � i =�" I ­v `,�__/ wotll A -Mil- -1 I ==-&= /----, ,,fvAA#,­­1, =70P � �, 1� V, � IF � . �,_ N - I ; 11 I i � 11�_/ , #-- I i iF.41=1_X=__ t rl�LI!l I O� It � I --- - --,-.j 0CA'Et vieftl- 945,vafl(vol) . I - R*N,� ,�4 1 ­ , ;., 1. I - - M I, _11-V _% I ��, Fzxo ev", ��!Lll .rWe "Aw . _-v- *M& , � I ­0 1 1 O.-MIl �, - ric"T, " '" , , Mpsh'i -4) -I- �- 41_:-4�1k_\_ �411 1 ��_�� -1 - - - - zke.r_ � Mq_=- -1 c,,,L � BUIL2 OQ t � � i 1, OUKTIV, j I 1-1 .� A. 11 , "'�� ­�z �r T ", , � �1) � � " -, ib�� I -INN. 1�r , "I I-T-4 11 ;=H�F._,4____ ",­ ��_1/ _We,=`W`* I I I *k1t.0 - w-ft"W I F-0, . MASTANCE t L IN � ,-- 90`9 (Si CHOULE 0 � i - SHEETS a & S) � L _:, .5sG" 3/ O-I NOLMS099WEA-9LIEVIoNal 10F & BOTTOM MOUNTINES CAM BC COMPOSED IN W WAY To SUIT ANY INSTALLANON� _L(r" - - 4/16-t- OWL I A, I �.­ __, , W`� �'. ,� "I , * �� � � * S . . . FL40RIDA BUILDING CODE (Righ Velocity therritoos � . I " -I= "CM, IN, 1 1 fF, Z � No 44167 � Sm 20 WE MVANIZED SIM STORM PANE. I Do* f * : � - K Z � * ,�- I - - . ­­ ---------- � -----.--- I - .h.. = M 20-176 DOY049 N. JR0=TEA1A1XAnQNjWY0RT-A0. 26-0727,02 2 I I = TuT 13EPbEim Larroa mis-silig impact load tests Were performed under SSTD 12-99 standard as pet section 1609,1�2 of the Florida Building Code, Uhifo:ft watic loadsas per ' Section `1 709.8,21, pe LrASTME-330. To�str'eportsp,reparedbyAmorir.�nTest]N Lab of South Florida, Report* 0814.01701 doted 0$111f02 witnessed by Wllliam R. Mehrier. P,E,, Boriz Moroz, P,E, and Henry Haft4m, P,E, and Report No, 0219-01 -69,, dated ,February 25, 2000, sighed And, sealed by Edmundo Largaespacia, P.E. and Henry HattENTI, P,E. Lar, go missile impac , I a I nd , cyclic loading& per Protocols TAS 201 & 203 as par section 1609.1.2,of the Florida Building Code; Test Report prepared by American Testing Lab of South Florida, Report No, 11 23.01 -10, dated Noyernber-23, 2010, signed and sealed by J6110 E. Gonzalez, P.E, Tensile test report No. 9CM-1,98 by OC Metallurgical, Inc,, dated Match 13,2009,- , , sligned And sealed by Frank Grate, P.E, aspOr'ASTM t-8 and Tensile Testes par OC Metallurgical Report No. I OKM-1 3`18, dated December 1, 2010 sigined , and sealed by Jerry JAciolano! RE, as per ASTM E-8. I I Z3_VRUCWRALV"fWE%N � , -_Q-"A gWATMS� On,24 Gage Galvanized Stoat Storm Panel for maximum Panel length vs, design wind load, aswell as maximurn anchor spacing v.s. d6sidn wind lood and�pahef , 11 I length based, on rational -and comparative analysis, and in accordancewlith section 1604 of the Florida Building Code, �Calculatlons prepared by Tilleco, I no,, datod 1211 W1 0 and 047113 (for, this revision), signed and sealed by Walter A Tlllit� jr�, P-E,, 2. WS SILE IMPACT REWtA - I , _N I - ,_CE, L,argemisAileihipact,undereettion 1609.1.2oftheFlofida Building, Code, as per SSTD 12-9.9 Standard and TAS 201 � , I I 1 At WIND LOADSAMISTANCE: 24 Gage G alve nized Steel Sto rm Panai, haw been verified to sustain wind pressures. Maximum panel lengthshall b0as indicatedon sheets'S, 9, 10, 11, ' � - 12 and 17 of 18 of Product EValuatilonDocument , I � (P�E.D.), dragging No� 20-176� Maximum Anchor Spacing shall be 8$ indicated orrishwits,5,�4, 10, I 1, i-�,thru le and 18 of 18, of Product Evaluation Docinnenj i(P.E.b.), drawing No. 90,175. ,24 Gage Galvanized 5tealStIpmri Panel hat been verified for code compliance to Work as a non-porou& storm shutter assembly,, as per SSTD- 12-99 Standard, X"tJ1100411thitt'j, - I -0. - , ___1 -I ��� ._ I � -I I *I.Il� �,� _:�- . - . I - - - - - I ,--'-' ­ L !_ - � t ,-- . � --- �, S I * '*= - . - , /I / I , Z 1. I ­ - * I .... "I ,. 11 .! I , . - . , I ��,_ , , , ��- ,�. � I 11til if T .. w 1 1 D.M_.(J)�(�)�(�), , &-(D, (�)-@ I MODE I ' I �� I 11 "I - ORTNO, 29-SIZI.04 3 - 1-1 shelets,3,115,13E 14,15,fsand 40rla,of Or-oduotEvaluAtlonDocu - m I prit" (P.E.D.), d1rawing N*. 20-175. A.-MATI-ER-1 A-L-CHA-RACTIERROMCS \ Shall be strictly in, acourdenpe With, General Nolpsaind Components indicated on -sheet land 2 of 1 8,'ofP0DdLrct Evaluation Document �,13,E,D.),drawling No. 10-175, 1 1 a Anchor slaticifloatipris shall be as Indicated on sheet I of 1 8, of Product ' , iz to I Evaluation Document (P.E.D,), drawing No. 20-175. -r- ' I _7_LIMITATONO_���� I =_ '11. Shall be sf(fr;tly Inccimpliance With General NotesNo. 11 8,tbru 14, Indicated 4� , on sheet 11of 18 of Prodoc! Evaluation Document T,E.D.). drawing No. 20-175 1 Iric, sealed by�ftfttark PhePared1byTiliteca, and signed and Tillft, LIT,, RE, 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES C as definodonsection 10202oftlileflorldagEluding Code. 1 7 3- Product shall only be instilled intippourad concrete, concrete block, -and "' .d framattri.ictores. 110, Product Evaluation Report prepared by WalterA. Tillit, Jr., RE, (Florida License No. 4067), President of. 111teco, Inc. (Florida C'A,-00016719). 1/4. 2/4, 3/4, 4/4, 5/5. 7/5, IW/iO ' 2W/10, SW/10, 4W/10, *s/.5 MAX 1* SW110. 6W/11 & 7W/11 Qq SHEETS a A 9 , � AWHORS, FOR �Vt S.FrE ;§ESD __1 3 -OR a %EDSILE I --- _', MhT-11- ----r-­--­ r , ON SHOM 10 4, IT � _t__J__L___� -I-I I � a , _11-- I-— ­­ ,­ --i-_ i I � r I I I 1 t � 1 H i �i I ; 1 I i - � � � I - I 9 PANELr Wj 1/40-1091' � WS' . ?,13e W41 -TrAW/CIV A" 4 i ;j NUI. i 41 SFOTIONS AS APPLICABLE) ; I I _� -.1-1-1 _11 i � � 9 ----- ­ � � ---s ----r--, 1 1 I � EQ I 1 1 I 1 L I , I ; - 1 j I I , -, I � 1 , I I I _111-1-IL-J''., L I I JI I I A_I � � � � , j I - , 1 i 1_4 � I �' - I _jL-1-1-1 __ 1­ D-M4#"@4)-_4_ , , .4", +_j__t'__i__!_,L 16, _4 __6_L_, ,�_-j--_, � � � S���� , I 'WI I ,O� 14 I 1* I Lo 4 a! 4, 1 �, I I __ ,_ , ,,, , ____A____ I � I � Z (�),(�D, 04-@, (Did , L-:� Z � , , I I ISM __1 1/4. 7/4, 3/4, 4/4, 5/5� 7/5� , I RISC 'I I __?. ,_ � I M11C � IW/101 2W/Tol 3W/10, 4W110, � � r +SW/1[0� OW/fIl & 7W/11 �_ � I L___­ ­_­­­�ANOHE`n� FOR CONORM l3EE SWeDELE ON SHZM 6 & 9 __ � FOR WOOD, SME SECTI ON SHEETS to A, I T --,--- ---,-,- " REGULAR STORM PANELS '-"' A f �� I �' .41, KLEYATIQN "'S. 1f,71 4/-' Ml,,,'0kP j;­­ T ikft OAXAP -1 WHOLE WILLEn E._j IL, � ; � � I I I ­J 11-11 - ,,,�7_L 1 ; - 1S�L7_7___!V1__:;: ..000 I &k, .4/11��_ f N.­!�"_:.It - I 1. ,� 'I,- _(,�) I '. �.. � FLORIDA RUILDINO CODE (High Veio�fjf,Nurridone Zot .1 .� -,. Irs I,2Vl,v 1AMMP. - 20 WE 04VARFM STEEL SMRW PANEL r.R I : N 44167 , . DRAW RN I I I - 4��­ 1 * �. 1* � --,..* 5 ­_ --'% GLORAL PROTECTION PRODUCTS, LLC� "`i2_#1_" MITIS, � L Ate � . - _22- !M, -� OINE� FL Z"t� 10-176 ,� 0�,--�, URI ­q- I VWAlN`L (51MMINS-75m fm ISMIRI&O-sm : ca-%MTHI� . -r -_ T!!� N % r� ­­­ 11 0�� � H_*_T_� `*I!�_ tl;"Ah ,Y§� N /5-IUK/01- - I -, YN, I , A. I. �1 � 1, f 67 . I - I - � . .10cm I at ____ ��� _ ____M&UZj -46 P-L - , " - , , � I - I - 11 � * � ---- , . I K_jj1IXW*��!!M!WW_23R MA16=12 I - - WIWI MOVE In 1.6 C-5 fl I � �IIL 9 I I : � : $.51 SOILT WIND NLM '___%�Mot OR sa 0, RMOKSO ... .1^iI"14L1^ I'll I M`W, .- "I'll, QgNe' W-SCALE1,11.11 . � E,O, - EDGE DISTANCE (SEt SCHEDULE ON 'TOP & WMM MOOKIINGS CAN ef, SHEET, 9) COMOINED IN ANY WAY TO SUfT ANY fINSTAUXITER4. ­­­_ ANCHORS, AW CONCRETE SEE SCHEOULZ OIL MoR *DOIT SpIr SECTIONS ON SHME MaIL L67, .�� (MIN VAGEA�_�% AKSE VKLO _* �- V.VI 1 t I � 3' . .moo- 11 � � - �4, Mo., 4_WW1C;W­- ;__o.V_4cN4 � ..." 1, So,j �!. W., 1 I I !____ ANCHOM ". CONORM SEE SCHEDULE ON S-M IT � ___, - - FOR WOOD MSECTIONSON SHEET 12 ----'--"- REQU ilk &LEVAIM SCALC �11V�l � 1/4- MM, YMP 2TV *_ rz_�:=:�_�=_�,�__ OM, CIARAR ,Z_1*W VAIE'4 � � _�,4 M", IW 443 - UALE 311e.1 qi$s f IN 0 sti ,T_6­0 W W a) W C_ (n -CD a) .+, - U) -0 > C- = Ld) 2 4- -a : am) CD C 0 W C:)- 0 " = co -r3 n- - . - _6­0 W W M0 -,...a Cn -4- = = M -co -U5 a) -0 0 -0 .�D = 0 -0 -= CD 0 c- = 0 5: = c 0 U_ - M 0 L;= I,- CU W Co 0 > 4 _0 E a) "O � . � a) " -6-i CL .2 Cn ca C:) ._� co .10- _1I_j - 0 = > -0 .- U) < CD - t! __ - - ___ - . -r- = " =. C111 IP = Cc C_� C'm "O = �.< = "_ Cl.. . M c= - -0 C11 _= 11 = cc - C-4 ;� ), 2 cu . =. _= W I E - = a 0 .= = W := -CC 3: 3: M > 6) G) .= -5: Iij W C = . C', = . 2 ::N, " F, = - E -= 4 Cc C) a: U - 0 1 , Z I Z W -1 mi U) -1., L. (1) (1) (1) = -*--a +--a U) =3 ICU > 0 L_ C/) 0_ CL < a) M 0 = =3 -0 M 0 I- a- 0 a) " U) ICU L. M :3 LLJ 5-- < Z Z < -1 a - SHEET NO. SH 1.0 _ N ql IT EL ?a�#.tll k4. '^e+r.. r`^`—....,., __... ,«,. ,—„r. Aat -gkrA rjL `< �,.,.,a «4.etr, f i joy \ p a+um. axmc l- i£S" e..4 -•. .wx, xNae lT T� 1`T'iT"i"7. ".''""F"m ""`€".`...,`.."'." , } _ ?v.. "..} �, sic �.:��.rt t Y ti `t s x v� r SALTS � "x'A;finEF M .�,Y _6•.. ,1 ,y!,5. q € i' T 1 2 {{ 3 t v. _ ♦� e aW 'ALL A t At, dWAlfiEa'.'.X T R FITTED W. -, Y PFA •'� ,&'z '"�",.4 +tlir.:. xai4'F F4€ =* -.. ,. - 1 i must I d t9 iilGCk. .�, :t}alza'x '+YFcriRsa.,. ..... ., } ti S yy 1, .. I .,. +, a j{j ;.. 's\ C�&xtki€ g I t q � .SA #cM. : .k i Lil L�,:.-�i-.t..y..,.,....,�..t.E..i ,,.:�: �� �"' € 9e 35(fEa S :t. r� I c t y¢x� v " . w. raR trsa: srrA # as PASS ,JMxINbx�WWA� : i 1 , I1- SYdllnt Mf5'-4' Max. Plkit t €-"-'- acyngt l£ €sue€ € 1 UF" xSs,.LL P.xd« y� A,Fi. #C YB:4A £ , �"'"� k 1Rki%ti 4� � * I i e > '# 1 V*m C�rsL -.,..;-,.,-•-.:. s . ww : `-d-Rsss I t ; 7 ; ' , .j {{ "`�zR t, 2 s� ..3. v _ ..._#.. _„€._ ,_ ..._ I,at _�,.. (..�{y{.- ^� « I q K* T I 1 } ,I s � 9 y # . 3` .,.«>r-_....s.;g # lnk 3 t . pp a• £ f ]] 5 } f F t } AiS4 . I - S a , )t ieW i jj(( i 3 i i 9 } E t R-k - k .f 1 - a`9aG PANEL.41' �G" Mrx.-' PN51, % i .r - i. ;�T,�r. r.T } v+7� I � t � § E ,f+".: *a; iAl'rtt'v'.•t6 MtGi'7.. Y.3'.o-f ...,; : `:,..€ ;' � � ' , •.."'. ) Y—f P NEL vaom a SWIM 4 �.�... a ww. �'E..� - SGxts. 7(6"."1" + a c MULLION SCHEDULE a+cx. iAUEtltits ACQUIRED) w.Gr, SPA iF 7' E MuwOw rr� CIF !ON SAMs t 4} A `E 2 3 ° J5" tttkltiiNttllyA r - Px,. -nx P r, r,. aFAYs .... T. d'...tq" ON a a a4 ^•.P' .-.. ' tta s. s. x e � « f. DEs rwEs6uRE P nN� s SIP 2 a6 A,x�'-7a A z {, _ FLORIDA BLIILDIND CODE (Nigh Valoc"y, Hunl000s Zone) 1-4 NUM ro 4 W °S N. 0 3' A W A ,•"` L�RtD"` \ ow t 20 {SAGE GALVANIZED STEEL STORM PANEL a, € 6arwa an sGk.E sPa•N"- NOTEMl1LUON CAN ALStt SE rid51'ALLELt A{A STORM PANSLS ON TOP N / `°'`' `�' , • �e' (r �r+x MMrrs� GLOBAL PROT'ECxTION PRODUCTS.UCi � �° SX 61 svea 'rp" OR itUi40k 5b 7rfAT TC K WCATEII Ai lop OR BOTTOM CF OPE"fir, ME.7T rtE"'""" & C6N RING COtilANY GA4R; €L„ 20^17R' are avert M vex � c+xo s; n xzrax PNIXtS; {RSAi�q%-:. rAa: tws,+aa�-azsz (QFIF PAhY'L OPENtiv'4, Nfi vUBC T4P W LAMDsaS p : t w,w ,reel axr-gym tax , RSs3 nr-+sae G,;AtA iT,4:ik9i VMS, S k.. F+.E. r de kY.an s C>C 7 bN 3d INSTALLATION DETAILS ' INTO EXISTING WOOD STRUCTURES INST9{ I •TItIN >a +TEIL , 9 W VALID $/r . I* fig=t 1. 0IS'F,ALLATION5 ARE ONLY VAUD FOR 6UIE,DINGS WT134 A.SZ, De ISN LOADS UP TO +ES,5, -724 Ps>N,. AND PANEL'S LENGITI LIP TO 2. FOR NEW WOOOD FRAME CONSTPt)MN: WOOD MEMBERS TO BE SOOT E"Rtd PINE NO, 2, W/ SPECIFIC N0491Y OP O.55 OR EQUAL. ND FAR CDhdB#FU1Yt44i of �r§�N; TOP'.Ac BOTTOM MOL)WINGS CAN RE COMBINED IN ANY :WAY TO SUIT ANY INSTALLAT10k E'zk ANtFNtlRa C4 E SM TUIPE 5F& SCNFW gas 5EC SCNSpUI,E: IN§ &EE f C A , 1+ rr b i i tPoWro tw¢A¢v€ J }x�o` RF¢N,NLz\ P q¢ B RFsaUIREO. sf s, 5 4 a I i I } » e t. I t4SCIAlumc PA�sa �• € F�rxa 1 NANTLa I � c � I ) Y I i 6 .FOR uqr. :N I �FARAIR¢Ti i€§a t € ° t I s I T ^ z~a' , , EVERY Nk m fit I ec a p sretu �€ rz z sNns o t I * 1 _ o I 3 I a a t t I , r § � � � I } axt Awe: A * � I f € I t } , I , us ar € I } z w g §gg r. t a {sEe on, ilsei t€aa Luse v}} : CsLTr�i 2#1Ai f .. , .,:.<,_ ..-.. ....:: ,.., ,.. _ _...... .... ......47...�.,.-'s,..., ..--�,..,I....x m_ �. F ._....--- _1 I, 9•o ; 33 77 gjry ,. 3 } f(tLmsNAn€ LtiCATK4t k �. q f F.+ANB.S 7 , ! A 4 f S !FT egg 34 , I a, I i } 3 SAE 9 r a ALTERNATE COCKRON ON LOE SAFETY PAWL L i e [ NNA IANG TE .. ieeAk TN REti LOCATION OF in � sg ¢mat i ,. i.e. P r' .._st RET3Uldh AN.LS fF {)R l SAFE75" PANS',. L Wf R �T __ T ATE tE >.,£ ,. LlNC SLEETS STO RI -N KE1 ON f : stN.OPTIONAawAYS 8E ANOtiIDEI i I ETY Tt} SN€ET A '` T'&b3 x,11 , P SL��R i�1b. ,Oti 7A 4HSS`: �L $' T13 €ACw€ tF AL RC uNRk� 7 i`.➢tA, To RLSTAL`iG OR J d Glw>CR€TE ANG?FLRS '�;-,. fii` STNuaTORC. E: i1N ILVAT WALL . NTNa B x 1wA1fi�OR #0LNTIN&[AU.d T0 SALE S1 ..1. UCTIBNA SCALE; 3A t' SECTION 2 SCALE, 3/e- m €' �MAE :: §r= tA. ram; OUR r stem • M=e, rs : F t • IN ,.c. UT'F SAFM STORM PANEL CAN EE LOWED AS AN END PANEL (FIRST 9? LAST €'1sNEQ ��T� OR AS AN IMPANEL PANEL (A,0 PANES. Ci3±WAL IN B'E'{WEEN EN3 PANELS). ,:8 SxWPM ISM 8 w ' F TiCN !.€F£ 8Aa'i"°t PANELS NA'f OR MAY K4T BE iT�SFALLEC Ap@A:`E'F2f 'rv3 R::PaU;hR-P4NEL5 DVI OR W/O O REGULAR TRACKS.,? SE„. NOTE 37... 2. UF-E 'St6Eli aroR piiNM CONSIST$ CIF 0,039' 43A:.VANM STP:'E'i S70RM `PANEL AS 1ECTO"._ PER 1»"OYR. Qk£Nt�+ SHIET 2 or TiD4Y+sM0, . . "THIS pAdQEL AL ITSELF TO 8E RAGS OR MKTALETD NRLpM ;riE +€+E5,;7E OF STRUCTURE. - uPE sAFew PAaA T TRACK TO COMPONENT 1& �r�L# TRACK T ���a,wA°;tTJLjj�"yy r G %SPFIN s+ a OF TNiSN, rTtt$.,, uN COMPONENT � Y BE INSTA � WALL OR FLUOR MOUNTED F01LaMWC SECTIONS I a s O THISS SHWC AS WELL 5 DETAIL. Ac 2 00 S*W 1 k r? Tt < FLORIDA BUILDING CODE ¢ h V6 {H MIP LIN6T f POR P Mox, ANCHOR 53A£;^YiOFAO. RceN." ANCA: 8DTx4M 15 GYEi7W EID; •k s a2d2'uTEs20 GAGE GALVANizE� sreEc TDRI 2SHIMSCHEDrJ( COIIPONEM �iFMY 8E aFktUAMENT OR REMSf'dAi3LE. �. - ""`* "�,,•'.'"`�'"°••""': OBAL 2 SF' M O MR 04STALiAITON IN WOOD FRAME BUILDINGS ONW.V I!, FL ', i► VF l/IC.- PROTECTION PROW T .NECESSITYE� [te0£NLtJtINii ca ux A F as AFP Tr q N SEE ERS a AC S I T. .<aCA, A y AN D£GT CC Si+i€iAT:4M ...LIN , 'asA: -TaAa, ear,,: SPACERS AT TRACKS St1STALLEO Ai7fEAf:ENT AND S£YCNO 70 STbIG£E#iS'lOLtt3 BANtlS,. Art}I€1 link A 1 :. • 5e`a5 m-emw, z . rit_xnre .. Pi S€J[/ gNAt aR iA Tun , xec ++o x-taem*c rt¢.itR A taut er, P.E. ('iJWON AT TOP IS UAI't'ED TO +B54-67.1; MO. SCAM 1/a` = I' A S,m DES" RNE WRE RATING) 3sL�'+e iSYR g i �2i_ 1 I Aq.,.s ItiL �iOl+t+i'iNG INSTALLATION ►TION - 'ticc r§a_w �jAr SdAm im SH I. fHG7PORS SEE SS'NiOk%.N ON fzF R M `"'"w."""""" 2 PTa €�¢¢ scaEtw ,re :CTWN o£t s eEs is T 2A � Av W u e t tS 3d A x cR 4 T 2 A 3W i5 Nev. F r i ! f 2 3 3 (€ � d I ' F 4 I I I i i t j I i 4. 3 I B t It i iA+R3tRNt A.SR #nx, P iENaYl? ,¢ %� tq/�rP.N,l SCPAArRILN r RANEi ANC IF#-Ii.».- ItSF JNw]„ i +s6,6, -72.a �.. 7W§' G'A§ 3.L4S 2 9;A" F z.R§�LSTE4 1 TizR6 S A i- .�s.x. -xaA -5" T$ a"�" cam, 2 a!a• x.����«..,..,".._� ���iico , rt�u 3 +k 38#.9'. -72,9 :}&'+-k"' T#i ii'-$• Hex T '4%t` x 1'Lomb Wf : *-*-'?,L5" Z.s " & "low AT wuw & Na,�. om or #HIES. b.. NIA E N/A H" NJANfA R` wA N E Ma" A # %A r A' 's N/A OR tA.5" ,..�,-.... 6 A. IVA N#A Ntw sa ,#.,.'• I s ;fA" 12 7/a- 4 s a}+'" a e) IRECL #, 067ALLATi4NS ARE, ONLY VALID FOR BUILDINGS WITH A C, DESIGN LOADSy. UP To +55w 5,.-•�72.O ME ANr E, PANELS TN LAP TO e-fr 2. FOR NEW WOOD FRAME C(:NSTRAJDVOLIT. WOOD MEMBERS TO BE SOUTHERN PINE KU, Z, W/ 'SPECIFIC DEALETt' OF 0.55 OR EQUAL - 4EON M TOP do fiD:OM MT�IJNP NGS ChM T COMESINEU IN ANY WAY O SUIT ANY tNSTALLATttJN. INSTALLATION 1 TO EXISTING WDQQ SjRyCjWRE S « }I .rt"-�/q• Nbo 1NIffiNJFiii" 4.G 1€:'. ', P� $ ',. i y yy yt 9 J t� - T na ax WIN,Fo s !� E. 6 s i # j M"a+lO 4if/JPA i 1 - �Aik4sTt g FCMJ04EA i i + ALTERNATIVE 1YV ltx it IV$, SCALE I/a�z• SCALE bjSre.}' W. SPq^kP0N SO M r s ESO D V k Get .. � � . ,,. POP PPW €� EIY€' NLTERNATIVE iMV SCALE 3/6. r TEMATIV com _ - a� rH � ICATION NOTE � SHUTTER TW MS Nit WN FOR CTrARRM ALT£R E _ TEF TE AL YTi - ' 8 L41 LION � LOOASK'SN ', AT €npa P I A83£L .AT PAAE9: - END i ur ; , a 7,. 4 i c , € .�..17 t m I 2 TI : i 12 4,.2 771T1, ,t ,. - : i9 Hi4i.75 t 3 t t .... ...��...' .. ,,,,..L...' -. f ; 33 € I S 1Iz' D, I I T I I r t [ ! I I 4a PANEL 3 1 9 {{ €S EE x I i s ( I t $ I I s i i s E 1 j} I E j E } 011_10s '1 3 4 r s�€ d sE€ P N a �.-. —INTERIOR ArrEz END PANEL' t € PANEL H ! ! ! INTERIOR EL ' --END PANEL p I f ` ! � h SCtSEOUkE t a'">,�J'v#LC •4 OR -+' A +7R � 4ryA , •' SCAT 5Lt1EtlL11E 4 t C�a b -u.v TCiR ATaz 3- A i ARC"" ANCHOR i AND ORDIRECT A§O3NF' ,,' Fk'+Ai#b# $RACLIG ' M SPACING, N S00 is MSC,PA, , -..,.r-.....,...-----.a fi T • iBx a f'SCALE- 3 it - -. . j4 1 € tt ,i MAXIMUMNOING WidMNlA.SD. gC9iGM - xk+ Y,WFN. 99�4le *T1a5UN :4PNW-KW PFNFi R NY3.. kd2'! F A � pY£SXS+IMC AATh`iC 1` * L£ +T 9 i8t 4F 3D RrAas taaednww wa [ q �_ A MAXIMUM xs�b, Or U�aw _,N ESE . �Ci I masuw . `Ra TO C= w +.TWN- NT ¢ 41. € aL NI FOR AR #eRa W At§CM SPACORS MW MRIPA i e= OM A aA1Ep ¢.NTsgS SOHISISULE, N/A 6' NIA 6' T M,NA - 6° tftA: _LA; 2 (TOP) ED, �. 1m TNAN iFH !Y1 SNi S£tlERRnE AEIX£CE AltCNCW SflAiNJC. 9N Mta.TwLy" SAA:m .. d3 iS8 E ShfL4KN GN SCfRt9UUL 5T TOT, fCEIR?%7S4G FAk"t�+.RS, ice£ TkR§ �tiN At1 5530, -i2G 9" I ETL2T#' " L 5 9 P¢St 81L.. ( ) QRA�D NfW XA OaANCHO LS14TYPE €A"CidR_5zi4.0 haT. BE .#:SS THM) fN+N%@dM � A ...... 4...,.y.__.-.,. ,..,...A 1 N/A { a iNc°;ATEii F'L€R &EON ?NGi1dPa TYPE .4 ANLe�JRS tESF.Nfr. - 6.. nA 5 NA :...6 NA a A NA #A 6 &2 N/ % / s J` / / (TOP), t 4'a A i t 4 Six, Y:.f 9` •.•M• 7 4 2' 4 84 i P ! AttlagR mA ttnxM-` cr xAP-9niP ailAtrc .� (TOFU . U 7'-6' TO 5'-8'. w,s . x*Ac1ArI M+1 d a a a R. a' �• e" � r s° IrraM '....3 {ELL.&m) GCTfineL aa[4 fAai S'-.: tif7 ➢ + - A IN.SQmwdImmi#: larolalS Nil 5O N'hlgttUE& 0.SA, I aqi$ i 3jd1' i€A.-_fMkt TOP or $ R i4P,AJ a Y l+ma E}€Ae or At +FTC} A PLSCABLE Tta lzee .. ;: SEGT;O,NS &... bU.KtMUtS RAN£i' 5 F ... AP'a , . " 4titlifl!!t. PRf55z+RE .'. L`DLl@ENAitO LE#SGTH 1 (st.%: tAT Mt ,.,.,.....F__ __...� ...:.., .. , _�......_... _.................� ..___....�._ _..., �.....,_.._....- '..r OF THEM RA4 ai, 4H.2 B 5 3 3 A i/2 A-..t @ (0}' x7�eOFL LESS ° R`.' -A. i52A -66I) 4" 2 (BTiiT'Jhdj 7._5, {1R »%"5 s 7'_6. OR LESS 44167 — ' .55,0.--72.0 r fa I. 2 7 f2� MIA: titA '. (20T1Y.iM? : T - 6 TO. B -•0 x # . ;: FLORIDA BURRING GDDE H] H V IocW'tI a cC a �..... .•-•.- s G o x 1N r scn „canal " N A � 6 IO � 3 3" 7 8'-H 2 l (BTfPFTRA : >r r�cw ip]ECt! INC, .6.a r ,a # S¢ a . t w A » 2G GAGE GALVANiZEb STEEL STORM PANEL , QED PRA1tF} ar: woof _, "DUAI, PROTECTION PRODUCTS, LLCx d "lit, fN.t C LANE„FL.:1'ti]tA NON{CGaiN i0., *�Aw`uMflAA.R RSUNE: �;NaR' t'A%: z4.5#,N,�4^a333 �'.. 1.t a �qa6^78i'�. ,. wxx we t+kx. xoxala*..:. iwe '. iaR fltlQat.,a , P.f. dRE/gATF xA2S'kA A, TA1,4T ,Ira Y,E s. S7.+SCT x. Yx IIP 38 (VALID ONLY FOR PER SECTIONS I TMRU Ip, ON SHWIS. 4, 5 * 6) EtAktiixlhi A.S.6.'OES, N C - TA>CQN �Y TAP-GR/F f� _Ay PlN fri ��7E PLV_ �Sti.� ssi -,.AiSE ELMATE NktM4ak PN+&Ta6A iaPL,Ct64lT:7 MATtiMUti BANEi PRE55'URE &ATING p 3U € TO CCNLW1iS 7D C4ziCRETE ""� 7 CqN¢ f§k€F TO 1F} is ITS # qq 3 T� T T4 , CCNCRitE 7t1 "l"RETE �E 4 CC,NCRSTE C9F1iREfb p C6h:R£il<•: CANGZE'R ,�£ i ; � : ANY CifaiN#ATIDN i,F"[iW... 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N/A. 5` § N/A FiN/A hP/'A I Nftt 7 (TOP) A` _.., NfA ....... ... ...<..,. 8' € 6.0 6" i 6":. fr' f`' 3 M/A r4 4 & 7 (8K tom) - NIA £ NJA 2 1 2' i S ,/ A" 2 4 6 N M � ,' / / / / f ! /A .. d :. `✓ (TO. fBOiTC,M� 50.01 -513,3 NIA NOW t 12 t/2" 6 lj4 I� aI�" � 6 1I4" 6 &fA"" • 6 I/A" 6 tJ#' & t/¢` N/A � N/A '..$ ctCf`J60"ou) 81-e TCr 111_2.1 1 f 5 1 A. i N A i ,u,i _ t v 6 4 6 Rf m 4 6 t 4" €r t 4` i NA A I W A NIA, I / E, BdTi#etA / 3 1 `_ MrA NJA q, Waff4 H A i 6 1 46 t' 4, 4 N/A —7/,—,7 EN,fA.... iipA E &1fA S 1•k r°` / 6 1 ° I E i t 4 ivJA: 4 N# h l±t'.A N/A W 6 I§ 1/. 8, $, to (`40P) R $BOTTOM} e. o OR i£ ,..N. I f f -. s o 12 OR LESS .. S S.. a } : A. - t7 i fi d 1 4 B & h A NIA N/A - A 6 / I f R 54TTC+ld NIA ra/n N/A E NJA k/A €/A CIA N/A 6 4/* i 11 " fa» 4 n tl4' €a s ttt ei IRIOA 64110I06 CODE Lff' h yete 20 GAGE GALVANIZED STEEL STORM f 2D-176 DISSECT UNTjL75iv..A g�U ,. 4. s3 e15 .,._.m..#t,:Y•=€ AT MIDIRSTH OF,PLATE, F.�a ,e........:.. ...._.-,..a.,:a.-.x dIRECT A1mU NaT+LLATICiNDIRECT MOUHj,j SCALE a7s�1' E 3/affi+" SCALE 3f8==t" IMLLE% . 1, INSTAL%AMONS FOR ALTERNATIVES 6W. Sit Jr IOW ONLY V01WO FOR oo,34011141 WfLOINGS WITH A,S,D, OE;S EN LOADS UP TO =P35,8, -4&0 p:s r, MID t*#1 � A Tic j j"rr4 L FOR NSEW LENGTH OOD FRAM CO�NSTRUCC'ION; WOOD MEMBERS_ IC HE SOUTHERN FINE`' No, 2W SOEWIC DENSITY OF 0,55 OR EQUAL FLORIDA BUILDING! Gies CAN BE SUIT ANY T LAT I �y d..<. - '[}a't SAG BGwI O b t tS ;i 4 , r€ I � F 6 } t s r z y�ppp t1EAp(N itEOGYti.''6 .w A£f9kRdA # stm 0 2 � lyr ALTERNATIVE TIALTERNATIVE I 42 - 4 Mra€ {StE' T4 izJAl. 82 tfi" U.G. ir, "4F�. if9A'} j} So, N 4 are a£Wez Tart � ,y }} e. f , 4 Y: I ! EO( :i }i §Tl,* RtA3 _ ;F - f REYFD4E£d} 'ES x J t� 1 , y , s +i } I �Eu r€ "SLAG I:, • 1Y ALTERNATIVE, 4 �TE " ,'1 3"Y( >Ii ., i ♦*a tMs 9tXf&Na. +Y �` O.fi, w ,. '#j?.»' „i REOU'. 'fiMNFA(lEa' NETaf"TRRTNJN dfi # { t14� 5,C<^xiti,r5/D' f:bN6 61iM1%i NLwe6k+G W/ c: ' ALTERNATIVE WOOD FRAWE CONDITIONSANCHORLOCATIONS �,;}V['w '. f�SJMAT�OIUJ PA)K3.AtxtE PLUS a 5"' 6,C, rf •. t, 1/2' fAn.. LABAW- ^ . s• - TiREFOE'a PENoifRAiltA§ i0'4tY PtASE. ... NUTS , 9,KTFi6 TRA¢#s.lttT SITS TOR iaARNr AxiAstNtitltelpl (;Al11O a A, T144t { ALTERI[ATIYE 'I V''''GEtd `'' " WALL 3/r ix a T P1DRIDA BUILDING CODE Nh Wolfly Wirricarm, Zone) scec. As¢ m ra 20 GAGE GALVANT2EG STEEL STDRAI PANEL Im- r.1 "&M...a.,_ N : tFTi TO ,+ Ni'A ,-.� z I 3k NS ARE. Q - Y FOR 'Ssq' iIN!£S WIR A,5:o DM "+ N5TkssA 7 sN. .. b....-'v�*�.„� ./ atf?ej7aiq Phis Leal Tu 9 , ��xr fl , GLOBAL PROTECTION PRODUCTS, LLO: IL E 2, fS7R Fik'Y w90a CBAN€ CcrNSiatK:#i4tw.WdZ4A NE,MRERs t0 CE. 544fYN . yfliT : fC. t" _ +i. v R:. a _, r st. 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AT � � � W T-REACED � MIN, lHAEkOEo OF PLATE � �l i , I il 'I, i", - ,I � � , z , � A"01 �, -. -I L: - � - MIAMIAN ­L ,-- TON - -1�1 I—— , I OF PLATE AT MLOWGIR , A_"4r PLATE $1 ATE , f , ��­ ------- ­-2',4' WOOD PLATE ! ­­­­ To PLATE ', REOURED Rux ALLOO WALL MO UADON WALL MOUNTING INSTAUATION WALL MOUNTING I$WLLATION ALT&RMjLW,jAW 9 REGULAR PANEL ALTERNATIVE 2n A%MWE ALIERIJAMT-Miff SCALE 3/w- I, It LIFE M= EMEL W SCALE ;S101-1, I OULAR EMEL & UEL UM PANEL SCALE 3/t'.1, SCALE 3/8`� 1 " ", 4 6 A 4 I I I I ,It I 4 1 � �, A j 0,, TIQ/p ,& ,< , k NOTES e N ........... �/o ,,ENse,*-.� . r . ,0:�0'1..-*,�x \ FLORIDA I OWAUAIID-S ARE ONLY VALL' FOR BUILDINGS WITH A�S�D. DES" LOAM . BUILDING CODE (High V41-cify Hurricane Zone) f F UP TO *554, -72,0 PSF At* PANWS LENGTH UP TO W-07, 0 4 1 --, s zwo BLIEAD, d�- i ; 19 I I*E 2o GAGE GALVANIZED STEEL STORM I !ANEL .� �r� T FOR NEW WOOD FRAME CONYMCRON, WOOD MEMOM 10 BE SCKA"Sh ;- " , , _ PINT NO. 2, W/ EPSOM DENSITY or 0,55 OR EGUAL ;_ A -,� I � ------ w/aluao , t; 1� SIA t *;�� - �#- �:,> - - GLOBAL PROTECTION PRODUCTS, LLCJ �ml ��O — — /TiLrEco I. \ I- 4IXt, SA 5, STREET ;% PL va i . O.V- FIL. =1 W"" I ;A�. .. , I 6 ..., . .. 1� ,,� TRUP I=! A, 04191IMM"a COMPAM P.R,O I. - - ­ - -AA.A.., ,,, ­ - A)m­5, TOm, rgultus-sm 1 20-176 ", - -I-,--- 4, SIO � L , vw ­ 00off ol-llkfi�;i; �v-- � =­ * ii ; � ;,il ... 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I z ISOMETRIr, YIEW-ALIA" Z 1 � loba, I ROUNDED CORNER 4) ENDS OF PANEL'S i ­--4 � � I i .125".,So. 1 i � I END UP W/ 14EMMED EDBE­ � I (NT.S) 11 U _3 - - -11=�­ �j [­. ===� �Iw L: I 11 f - it �--1000-- elwl� ­­­- ­­­--,� wO,­-­--­­-­ � i (�) -r--� (:�) ft�� - PWIDE (�) 2. 5*(Max.) AWM ANOLE -1 F- 125' 6061-76 Alum. ALLOY I I -11 , - - . I - . I ON . � - I OHNIMI q � 's-0 �:. ��";,, I,,A � ,4. cryo.) leo*�%�, �. ', I * %�Wf 0 �, s�-..��%, �! � [ I �-- I- .� s I I . � --------i ! s L 1 : No.44167 ". % I— -!::=:=:� = . . - 1­ LL-------. -1 *: I . - FLORIDA BUILDING CODE (High YeloclfX Hurricane Zone) � : � -I I-- ­­ s .t , .** == nt=, 04c, . I 1 .750, 1 � TAIE I J% OF Z,,�, ff - 20 SAGE GALVANIZED ,STEEL STM PANEL ORA*N W� �3' mox.—I s _ -, 0;­-ARID ,A' ---,_c " . .......... �� --- - 1�-­ --"' "" -, . ,.�� / '. <�k-,. I-, I I �LE C �O� I �09� PRG=nON PRODUCTS, LLC, ' '., 0 3%37(fts.) ALVM. ANGLE T SMP BAR ,,- INC ,2,�,;,� 4ew .x, 51 Mau ';%,*'M.L 60 1 I' LONG .;�� tNagam vim�,-Rl W14 20-176 63-T5 Alum. ALLOY -1� 1: I PHO141 Hawm-7$4�, To.*, (*MOAAA;� - , I " .1-1.1 -----T--r-BA"I 1* a,-OWITO m -- - - I a, OZA310 WALTER A, 11 P4 Rm t .4.1 Al M i - 1 . I - -P- = L--'-J - - I I — INSTALLATION DETAILS FOR OPTION #2 FOR JAJEE -$AFM,5jORM EANEL SYSTEM Iffq. EXISTING POURED CON RETE OR CONOETE BLOCK STRUCTURES ­­ I - IAPEON ANCHORS ' TAPCON ANCHORS - TAPCON ANCHORS ' rAPCOR ANCHORS -_e,-� ­44 . ". 9. - _IL4.. 1 O.C. O.0 F­ �­-i�-`?i � All, 9 DID' . a q* 0C. � .1 , ''I , L - � 11 I , � ` � '1'1�1 �� � � POURED CONCRETE, , - - ,I i �,'� OR OONGRETE � �'§ ; T�10 CNE7,- .� � I I DNA � �� . " 'I , OLD" REQUIRED � � 27--i"Elz I , � � ,-E:�� , � r-E� :' --� , I BLOCK REGOAT0 � A -llv� I ,/,,, � I --1 j I/4' L ',, , I j 1/4' i F-0- I I I -r I , ! I " ....­ i � 1/4, i r -- z � M- I llr�-�l ­ � ; -- rt-, I I Jfgx�­­ -1 --t � � , -------­ ' � - ! 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WMW ANCHOR Wl-'V#-- AND MORIN , � Dr,TANCE AREINDrWED ON THIS DOE - � *-- - SCMIDULE FOR ED LESS THAN INTICAULD 04 IAI =--l-)O') SOPEOULL REEDUCE ANCHOR S.,cm BY TALENTITNO SpAnw, SHOWK OR smMUE - AmK Im aw iiim , E� � 11 THIS ,To K REDUCED 1 1 1 -1 - ­­­­j­!��­­­­ I OBTAINED USING FACTOR SMALL )*I - I LESS THAN WNVW SpAcwt tfor,-En FOR FA04 VAI TIP' M THIS SCHEI)kkE ----A�i�27-­­- .­----­E-­.-­,f--­ 1---T!;--1 . r I ur ---J---,-1 — IINSTALLATLON- DETAJJ�S, FOR OPTION, #2 FOR LIFE SAFETY STORM PANEL MqTQM - , - - - I INTO EXISTING WOOD STRUCTURES ,� - ,--- � -- 7 Tr --,-, 1-� - I---- � J­- , -- -,, �� . , I , I i= ­, I I I 1-1 -­ I I t -1 H - I . 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BO`4`AlQn I : i � 1 � : ­!O RAG` � � I ; . � (m =. - I ; I I Z�Gnqs 00 5mm MD � i : � : I m - I i �ra I An, smmxv. � , '2 IA.., . v w.. TO GUM . I " . . . .. � - I PANEL J,k: - ; LENOIR =-:=-��:7�--:"',----: . . . . . ., .. PANEL LENGTH sOlIEDULF � I i I (sa NOTE I SELM 11 � '! DOONG I � SHEC, 16) � I 1�4,4; 1�­ 1�'l I � (SEE NOTE � I BELOW) ----­-- CtASS-1 I ; � S S- �n -1- � I � -1 1 32' � -,----,---- ---- I � � y8a.NtIr-1/32' , I i - 4 TH , I t -­­.,� t � I e�t:,:- '­ 7 1 ----"!­=.-�!,�-.­,-L llll­--`�17 ­ ­­A�t- �- " i " ; � ! t ," I - v � , i [ -''--'- '� ,-�J-7­ f i � I 1 � ; ­­-1.1-- ­ --- - , i � � . I � i I ! I : ! . 4 1 �, � I I � I � � ! i ! I _ I : � I � r-­­----`�,,'­-- , I I I I I I I I I � I : I 1 7 1 � � ; I i � ! __r � ­'D i � 3 � I I I ! I � i I i ; I I . � r � � � i . I I ---il, �, " v , , �, ; � � ; i �-, � I- � � , I I ; i. � - -, , t � i 6, � I I � % I � I � I '-.� ­1 . 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V� SCALE 318--l- . ,,r ,�,,Eltlsj`�T % SCALF.lew-l- 11 f . !:, FLORIDA BUILDING CODE (NIgh Velocity Hur Gone Zone)] N=; s .2m I'Llm m = . 20 CAGE GALVANIZED STEEL STOW PANEL TIP . - : * 1- -4zz� --- BROW, W, I. INSTALLATIONS ARE ONLY VAUD FOR BlU=NOS WITH A,S 0. DESIGN LWS � * " *. -'- UP TO +�,bZ� -72.0 fSF AND PMAWS LENGTH UP 70 6'-8'. s - > Y S-O-. s 47C F7�Tt� — ­\ GLOBAL PROTECTION PRODUCTS, LLC. -e`w`Na 2- FOR NEW WOOD THAW CONSTRUCTION: WOOD MEMPERS TO BE SOUTHERN - ,-. / RIEC :t"- 11HU -, ,P I 0�. 0 -Z�C> INC_ N 4w SIX 51 SIRMY - a W,;Rt k- PWE NO, 2, W/ SpEcsm m4sm 0,55 OF? EQUAL , TRIJT D0.1% H­ W14 `­"."!�z - - PHONE_ TW 20-176 ,� NO )S-754A, IAK; ��)64!9-0)07 Aa _ ,,,�;S, VA-0000HI ­ I - ; -* I - I- ORA"0z ft; , I f - = rj k A'i , I � j�i�--F-!+------4--- SHEXT 29 OF 24 1 1 - '/24 1110, �S-a 1, � all"Al / ",24 11 T11.1'SiA�11 24 P We ON wo (g), (z) V/243�1, 4'/24 (sm NOTE 2 maoin, T,- Mo. V/241le, V/24 101, 8 (SEE NOTE � Set" T IP'Tur- _ 0 MO DON.Rm, AWHO" OF -\��­�- - ; 11 sanku ON M,m, ME,- i _13 : NHA� " r - - ­LCMIE HT- � r I � I :�,� I ".0 Is ��. I 1:-`�- -----+--. MAI� AT ., I' V.� � I � - I I i . � - I -- I . I #,.I, S.51 (T)OP) I EAVI OF 4 J/v -, , -�� � ,/,. I � � I . I � I , t 7 , - -, .- , ,< -11-1 - "I", , - �� , I- I 'a . . , 1�j . � -I - 1 i I t , � I � I 1 ' I I , I jj!i 11 1 �? - � 1 I i I * I 1 1 � . I i I rl M111r,111. lLli I i I � i Uff I n rif 11 I � I i . i i i I I � I i I - I : - ­ - - g I h� L j-E J , -U-iL - �- ill ,�L _j ­]-ljLj-Ln L '- -- -1 I 11-Ull-lull[L. fl, -L I I I - - - - ---T -I- ­ - T I—' ­ I ­ 1.11 - 11, 11 - I - I 0 � 'L- , , � Ir I � ,�- - , I,c ;;;;24 1 OR Powo (w. E"m m ) � I -,-,-,I Go X ILI - - - TkJE -,-, I- -- I � I i ­ I- I (END W� Q I I­E� W RA�i�fl I ,-WE 1 3, 1 1, I E Nmr 4 0 Ii 0 SEE NIT �l i '� � , I t � I t I I . I 1 1 1 1 1 1 1 1 1 1 i I I 1 lf:j --J�, i I � I L ` . ' � I �, t i I t , ! 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LLL L-l-Li-i I ,I i I ­1� - ­1- �-- -- -- - --- --:.: I �l . � I � I . -1 . - ::= � SEX NOTE 4 B"­ _ �­�' Im --4= ---------- Z­j 1-1 PANSIMATE pyp.) �-3­� � =:;;� �-11� FLAME, ��­ 3­4 w - - -,17­4- -,� - 0 ) M-% LOCA M_ � � � FOR CONCRETE: AND"Oft, SEE ff LOCATW - --GOTIMLE ON SMUT " WOOD SL�� ------- � ANEUS)- I - ,,-7-- ''�,- .� m I.' Z, 11 I t/2 1- NOT -, : 0. sem �s INTERIOR PAMELS� s­ -­.... E -0GE0w,-W"G@-(D " I - I BELOW =rL,lP lit RE R*j=,AT �/- I � . I', PANEL RE - AT CACH. I E. are", .Pa. RE . ALTIAYS - 121CAL E VATION FOR S = 20OQ BEAR `UVLE TO FACUXIATE �= 9AL EfflQN EQR HEIQ IF INTEMITED TO BE INSTALLED FROM OON I 'goo L wm HANDLE To "c""GE NvALLA P WMNDED TO BE INSTAUZO FROM I "DE Or STRUCTURE ­4 &-Z HANQ Lvtm MOE W STRUCTURE 900 3or - I- [-I/., �, W . -f/l' W, � J r-t/4' ul, W - 114. Al.. GAP­J� I I � . I - -- - 11, -P2�Ql����� � 0�� T:s�� \-/I i--./- N­Z-21 �w/ OR - (9). 0 �� / 10 ,-lww�lnon 90ON A �EQJIQN B- TIME 313r - I, No . sOADE sor - 1, 0). DEONITION OF SERIES 100t E - 7 MANG STORM PANEL SYSTEM CONSISTING OF PANEL * SQU.S- TRACKS AT TOP & PANELMATZ PLUS OR 15- LONG VATEDTFICIM W/ PAWLM4TES, (1) �XWjQL.Qf-SMES_Z=: CC;, Z HATTED STORM PANEL SYSTEM CONSISTING OF PANEL � L TRACKS TOP & BOTTOM, (2), E AL S E CON�ECIS ' Of ALWAYS 8 . ISE A STOP, SAO I N=ff 13;�`V U J% /1970 41FIX'It A'�T%A.--.l PANELS (2) 8D PANELS St,KI AA IF ' 11 I & CONNECTED 70 BOTTOM TRACK OTHERW j '4 S, SMALL BE CONINECIZID TO W/ 1/4�0-2'W/4 7/8!lk3/32' 6 SMALL BE PROVIDED AT OF SUCH PAWLS. W/ WIND NUT OR I/ Min. THUMBSCREW INTO TAPPED I�CEXCEPT AS � �El (3), IF ��D PANE�� ARE CONNECTED 10 BOTTOM TRACK, CONNECTOR SHALL CONSIST OF DESCRIBED ON N I W). 1/4 WU NUT OR la�W THUMBSCREW � . INTO TAWBOTM7.0% WTR/AC 00 PAN OF FASTENERS O'NO'EMMLYTON If'" 0-2 7(8'L -2434rN " AT OTHER OF TWO (3), FOR WES WHEN END PANELS ARE `N 0704 IRA STOP BAR Y R14" Min� P f­QNGCTXR<&,(P AT t)(TEMOR FLAT FLANOVE Of' END P rom SIR MO PANELS ARE NOT SMALL RE PROVIDED AT TOP OF SUCH PAWLS, �4), iN CASE "I END PANELS ARE NUT CONNECTED TO SCMIOM TRACK 04; A STOP ETAH (4). FOR INSTALLATIONS WHEN ENO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY S *CtWIL�& TWO PANELS SRA-lL RE CONNECTED 90TTOU TRACK dff 'ED MOUNTED TO E)4STING SILL WALL BY MEANS Or PANELMATES. ONE INTERIOR PAN I JOHLY L4ADTjrp) I US NG 5 (3) ABOVIL N SUCH CASE, CONNECTION OF PAWLS MAY BE USED JQTNTLY W1 TRACKJ AT BOTTOM ATTACHING BOTTOM TRACK, TOELWALL OV TRACK MAY MOUR AT ANY PANEL LOCATION. , To DOTI, W TWO PANELMATES, FOLLOWING CING SHOWN ON ELEVATION S (4 tE SECTION V, 3' �,, 4� ON SHEET 24, SEE ANC14OR SCHEDULE ON SHEET 25. .4� EDGE DISTANCE. FOR I F-". 'T'/ V Ug -,= Ums,,-w # ty,%01111141014,0 .."g.- , "ma EM&L ` (WfALLED NOT W. 11 BE Cl. m t t LEFT IUC14 THAT ADUACW I PANELS & RTENff SIDE OF CRIOR PANEL) HAVE , � �, . TIL,;, THISTIR OVERLAPS RETAIREDRY % ,� '*', .. 11 � . ­ ""' I 1` E . . FLORIDA BUILDING CODE (Wgh VolocHty HU cone Zone) t� -, - I ---- .me DOUDO, W, i ... No. 4 167 ^'. i 20 GAGE GALVANIZED STEEL STOOM PANEL U Fn . RAW "". 1 * *. (Z� �=----- ­ �, ;� '\ I " ,,!;� - GLOBAL PROTECTION— PRODUCTS, LLC� 071,1A =20 z � a/ S-O'.. S OF .;;�k,­ - ­­- ,- , /Tl TLETO I IN - - � "Oo .* 5 WNW — �S­b . ,�-- "10 VA- .,'#-w-'- TILUT TICS"Na A, DAW. R­ =H. . / - ==* .01rm ,I DA5,fTm-?-w, TV, Be")".-M,r 11= ��,,­ . ....... r" v 26-176 "1-1-111��V;Alolftjf I ZILS L, �$ � ��i A" - - - I ­ CA- - * - I—— - " ORA00no 14Ai . I "'I'VIT -- sm,%D%vqRE- - -=-,-T , I - I , I - -- -- - --= I I INSTALLATION DETAILS FOR OPTION 12 FOR UFE SAFETY STORM PANEk-519KM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTM ­­_`!�' L AS - TA -CON ANCHORS , _t� TWtON ANCHIC 1 ­14,T. . a 9 O.Cl ---- -1 � i � I � s ft 0 i�� ig �l I 9 I ; 4 i ; : I � � I , I I - ------ T us IN/ , WASHER 3 I' L, -- ,�CUNM CONCRETE OR CONCRETE, BLOCK REOUTRED I - I MOLUNTING-14ULLAM SECTION 5 , a EGULM ?MEL SO%" 3/a--l- SM SHEET ITT At 20 FOR ARCHbRS IYPE A AW"m Im, ­X*��j vpwNn f/4).­ SPACIATa FOR TOSTAW.ATIDIIS IN" WORD - - w,, MCNOA, vAoNm V') � 3 FRAME BUILOORT. "INDIA AND" SPAaWA AND JAAMMLIM MOE DISTANCE AK INDICATED ON THIS , A— fo�- (.0 ; I &CHER" MR ". Um it" INDICATED QW SCREDIKE RVEM ANCOW SPACING BY MULTIKYNQ i;PN:*Q SMO" ON SCHEOULE F-A*A,l loA-, 0.) � - ,�- 3,/2 "I Mtk rA mw wwl:0 Raft By THE FOLLOWING FAO�Foft FOR " OPGAUN TO BE POSSMILF MUM -­----�Jl ­­­-­----­ -­ , -�� ­­­ � - ­­- SRAL�M =A010 USIHO SHALL NOT BE Ims THAN ."AhAk S= NOWATED FOR EACH ANCHOR TlPt GH T-t$ SCHEDULE 2 Ter - ----,-- ---- ,---- I ---­­�-­­_-­-­ --­7 ­-, ,-m - I I'--.---- - --- I—- I- I 1��- I 1_______ 3_1�2* .- -, - I -=X.. t 1 1 Q) I i� - -t-11-T - I! � � It,, i � IN I =­ , .- -,I, L -:-If ­ ,�,­::::��', �, I - - , X�, - � 92i 1­1'j­ , I � � I � 4 -� , JF T -- ­ , , ,�--tl:[­,� � ," ­- ,- 'r ....... �, * " ,,��n; -� � I , I � s. i � i b� . 9 �� A. . ­ i--- O�~I ! I , , , , , � - �­J =-=--v.,--- =, - ­­�,.­ll I � I -- ---,-- . I I � ; I i r � � � � � I ; ! � . � . I ,-�'�-,,'��:'� I �? ,`�`."�!'� i * � , ; ,�,�?, I I � . � . � ­ia,l S­ � � I ! I ; ; f I ! z � P-o# ,��/, f , t � I � � � 5 � � �,�l I I , . � 1 '2 ,,A,,RRI , j 1. W.I I I A"o � I I 11 � '�� ­ - � ­­j-­---- i I , �'? 111--10'- �AWLAAATE PLU= � ... ­ '* . 313r *04 7419 � fSEYOND) , ­ --louRET, CONCRETE OR CONCRETE BLOCK REWRED I'll, - I -1 - I N-m 9 LIFE SAFM FA SCALE ver-1, = , = ca �w- g -E 'y � I 0 _; I, L- . W Cc = 7n " -4 In = -cc 2! - 3: 2 w CL:!5 . L. E �- C, = w U . cr- - 5 Cc �: W CL: = .5 U �� W A C= .:! - GmER& um. Y" "- mmr slofiv-P&MLsam 1, E-Z HAND STORM PAWL SHOWN ON THIS PRUTTLICT EVALUATION DOCUMENT (PS,V) HAS BEER VERIFIED FOR rO4PUANM IN SA) MINIMUM EMBEDMENT OF TAPOON AN04ORS AND PANEUMAlt FEMALE 10 & FANELMAJE PLUS INTO CONCRETE 7 A"OROANCE WITH THE 2020 f7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SMALL RE 1 1/4- 1 DESIGN WIND LOQS $MAU, BE DETERMINED AS PER SECTIOM 162JO OF THE ABOVE MENTIONED CODE. 8�2) MINIMUM EMETEDMENT OF 1/4-# X 718� CALX-4N ANCHORS SitALL BE IS 7/0' TNT,o CONCRETE, FOR A WIND SPEED AS HECTORED By THE AHUSDICTION WHERE THESE SHUTIFM WTU, BE INSTALLED AND, NO EMBEDMENT INTO ANY FINISH MATERIAL SK41 BE PERMITTED, FOR A IDIRECITONTALITY FACTOR kd-0.55, Q�EJNC ASCE 7-1 0 AND SMALL NOT EXCEED THE TAWMUM (,ks�D,) 1/4' 0-?.V SS SIDEWALK BOLTS USED SMALL BE LONG IENOUGH(ETHOuLD ANY FINISH MATERIAL- OLIST) to DESIGN PRESSURE RATINGS INDICATED ON SREETS 25 A Z5� ENGASt' �1/4' IWO ANCHORS. IN OFIDER TO VERry THE ABOVE CONDITION, U1.514ATE DESTON WIND LOADS DETERMNE0 PER ASOS 7-19 SHALL BE FIRST REDUCED TO AS�D- DES" WIND LOADS BY MULTIPLYING 7REM BY 0.6 TO ORDER I 0 8,3) IN CASE THAT PRECAST STONE, OR PREQXST CONCRETE PAWIJS IRE FOUND ON THE EXISTING WALL, TO COMPARE THItSE W1 MAX. (A--S,O) DESIGN PRESSURE PATMOS IN04CAIED ON SHEET$ 25 4t 26- ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANORCIRACE SMALL BE. AS 4-OnONED IN 8J) AND IN B.2), IN ORDER To VERIFY THAT DOWPONEOTS Ago ANT� AS ON THIS P.S,G, AS t OVER STRUS ING TESTED WERT NOT SEO, A -13X , GREA,E IN ALLOWABLE STRESS MR WIND LOADS WA�E _Na USED IN THEM ANALYST$, PASTEMS, SPACING TO WOOD HAS BEEN OPTERIONED IN ACCORDANCE WITH N,D.S. �QIS (C) AW04ORS 91ALL BE INSTALLED FOLLOWING ALL OF THE. RECOW04DATIONS AND SPECIFICIATITAN$ OFF THE ANCHOR'S MANUFACTURER. STORM PANEI:S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIE0 IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE AI--`DDNED CODE AS PER FENESTRATION TESTNC LABORATORY. INC. REPORT I 2032, AS PROTOCOLS TAS-201, 17. IT SHAlt BE THE RESPONSIBILITY OF THE CONTRACTOR To VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHAMER ,AS�202 AND TAB­203� IS TO BE ATTACHED TO INSLREE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY AS ATTACHED TO CONCRETE, BLOCK 2, THIS SYS" HAS REEN DIEWNED 10 RE 04STALLED GO THE OiJISTOf Or THE OPENING ACPMING; lK Orl"IND FROM IRS OR WOW FRAME BUILDINGS, I INISIOE THE USE OF A LkODIER OR LIFT, THIS APPUCARDN M VALID WHEIA NS%ALLAPON 15 INTENDED Te SEE PCERPOkwD 12, THE 11,STALLATION CONTRACTOR ISXr.1.11 AT SHUTTEI? COMIRONENT EDGE$ W14101 REMAIN IN CONTINUOUS -DOM IM D/11K NSIDE Or STRUCTUAE� PAT I CONTACT WITH THE DIJIURING TO N 04TRUSK)k CAULK AND SEAL SIMMER TRACKS ALL AROUND FULL ;5� SERIES TOM INSTA"TION I' APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN NSTA&IATION IS REQUIRED IL BE LENGTH PERFORMED FROM THE INSIDE OF STRUCTURE 13 STORM PANEL INSTALLATION SHALL COMPLY M114 SPECS INDICATED IN THIS DRAINING PLUS ANY BUILD340 AND ZONING 4. SERIES 2000 INSTALLATION o APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORIZONTM SUIDERS STYLE, WINDOWS WNW REGOTATIONS PROVIDED BY THE ATRISDIT ION WHERE PERMIT IS APPLIED To, JNET � ALLA'TON a REQUIRED To RE PERFORMED FROM THE INSIDE OF STRUCII.W. 10 ATMUM YANIDOWS AND DOMS, ANC� E - 2 RAND STORM PANEL VSTEMT� IS PAW P00M. 5. ALL ALUMIWM E)iTRU$ICNS TO BE $083-T5 ALLOY AND TEMPER, (UNLESS OTHERWISE NOI TED�) IS- In) THIS PRODUCT EVALUATION DOCUMENT (P.E.O�) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT' PROVIDE INFORMATION FOR A SITE SPECIFIC PRWEC-p i.t, WHERE THE SIT-' CONOMON5 DEVIATE FROM ,THE PZD- k AU- ALUMINUM SHEET METAL 09ED AT CLOSURES SHALL HAVE 31GS-HI4 ALLOY, (I,) CONTRACTOR TO K RESPONSIBLE MR THE SELECTRON, PURCHASE AND INSTALLATION INCLUDING LEE Sop n, OF 7, ALL STEEL, SHEET WIAL FANU$ SH,ALL IYYE� STRUCTURAL QUALITY SISIS­ AStAA A-$" GRADt- So MIA,, 4ALVANtZED STEEL THIS PROCKICT WED ON 11HR2 P,F-C, PROVIDED Ht/SNE DOES NOr DLVA-,E MOV THE COMMONS OFTALED ON OES4GRAT" w/Ey. 5b's "t (AFTER ROUYC)� TOTS DOCUMENT! CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S INESPONSSOLJTV� IL ALL SCREWS TO BE STAINLESS StEEL 304 OR 316 14SJ SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS M DIN (.) THiS PRODUCT EVALUATION DOCUMENT WILL RE -IONSIDERED INVALID IF MOSTrIBO, W018 W/ 50 t.i YIELD STRENGTH AND 90 "I TENSILE STHENGTH & SMALL COMPLY W/ FLORIDA BUILDING CODE SECT10N 2411.3.3.4. (d) STIF SPECIFIC PROJECTS SHALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR 14"nITECT WHtCM WILL 0 SOTTS TO BE J61M A-107 &kVANOiED STEEL� OR AISI 304 SERIES STAdRLM STEEL, Wrl 3S �m MINIMUM YTELO STRERMI4, BECOME THE EAGIREER OF RECORG ft,O�Rj FOR THE P WHO ILL BE RESPONSIBLE FOR THE PROPER USE OF TH P.E,I% ENGINFER Of' RECORD, ACIONO AS A DELEWCO MINIER TO THE pJE.O, It"GLAREER, SMALL 10, ANCHOI TO WALL SMALL BE AS FOLLOWS, SUBMIT TO THIS LATTER nit SITE SPECIFIC bRAWfNG$ FOR REVIEW (A IQJQQEnbL,-R0WjER-QQWBETf., (e) THIS P.E-D. SKALI BEAR THE DATE: AND ORIGINAL SEAL AND SIGNATURE OF THE PRIOFESSIONAL ENGINEER Of - 1/4'0 TAPCON ANCHORS AS AAANLWACTURED BY JJX EIVILDEX, INC� ( L MIN. F­31II2 ;,,vit�) RECORD THAT PRP APED IT, I - ;/4*' - X 7/8' CALK-0i ArXHORS. AS MANUFACTURED BY DIZINALT INC� fMIN, V-10W #,�;,) - 14-M) PANELMATE FEMALE, 10 AA PANCIA4TIE PLUS ANCHORS. AS MANOrAC11TRIED EM SWO CON%MjCFQN PRODUCTS. lk STORM PANEL MANUFACTURER'S LABEL SMALL BE LOCATED ON A RIDWILY VISIBLE LOCATION AT STORM PANEL IN (F.-33w P.l) ACCORDANCE, WITH SECTION 1709,9­1 OF' FLORIDA BUILDING CERTE ONE ,LABEL SMALL ETC PLACED FOR EVERY OPUNIND� LABELING TO COMPLN WITH S8C7IDN 1709.8,2 OF THE FLORIDA 804JISNE CODE, kl) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL IRE 1 3/4' 440 2- FOIT PANELMATE FEMALE 10 & PANELMATE PLUS. AP) MANUA! EMBEDMEW OF 1?4'X X 7/8' CALX-IN ANCHORS SMA�l, IRE IS 7/r INTO CONCRM. NO EMBEDMENT INTO ANY PINTSH MIATSA104, SHALL BE PERMITTED, 1/4- 0-20 SS SIDEWALK DOM USED SMALL OC LONG ENCU,qW�SHOULD ANY FLNiSm MATtok Misr) TO EN W,'E 3p- NM ANCHORS, "'01001,014", 4 -, A Tk %, I J�� ­. pp%, A.3) IN CASE TK*7 PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE "GINO WALL OR otll;�; -­E *'. V,,� *` FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS� SMALL , ANCHORAGE, ,� \�c kv.,nsi's K AS MENTOWt IN A,A) AND IN X2), fl* � ' 1 *. Z I z. NO.44167 , = (a) j0-fy0Qw--w&wmm-w&rlL�l Z* I = : ;*= * . . = - 1/4- 0 tAPCON ANCHORS AS VAWFACILIRED BY 11,W. BUILDEY, INC, - -- -- - - -- . -- FLORIDA BUILDING CODE (Hlgh VsJOOItX hUtricaris lone) - 1/�' P X 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY CLEWALT Wil (f',-1500 r'sl') - , � WED,), m ',' # 1 PARELMATE RAWLIA007 - ,_ " * 'Pt Dk-�.� 24) CAGE GALVANUM MEL STORM PANEL I - 4-10 FEMALE 10 AND PLUS ANCH09% AS WIVIXAOURIED By EILCO CONS7RUCTION , .... BI tl� - - 11 11 - PRODUCTS (f.-2,071 p.t,.f,) r-_;;�� - ' 0� �Lm-Lpi�TE-CTION PRODUCTS, LLC, *",'�'�V� / IMECOs'mc \ �­ Alm zw. 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S, BTREET - It % TIULT IgrA.& RGINIGAITHe COWANIV nAo� r- 333IlwMR,A-. 11 ..I PMDNO' BTITA)68�7.646, TAX 20-176 1W.-AA.- , , -- I - " - =,=)A f er Sm7m.11MLIVATE iI� - -2!�Al A-E- m�� . I - -� �-- - - AT - - I I - -= cc ::`e ", . 0 -ACE a , = IL = ;, -I- i-4-0 (1) a) T-co = J-- C/) f a) — M > 0 (D = 4-5 " =3 -0 &- a) a) s- a- 0_ = o 2 C .— 0')O CU -11�-­O -0 0 -1-­A, Q- W . a) -0- .— a a) I = -0 CU 0 - M -2 Cn -0 C 0 = L- 0 -2 " — a) CU = 0 0 =-; CID U- ,,- 0 — m > ."n -0 E a) 2 CDL F �— cuu) -0 12 = . — -#s U) 0- < ; Cn -,�, L. a) 1 (D (D _C -4--j CIO ICU > � 0 C/) 0- 0- < CD -#--O 0 C =3 ­0 m 0 C"L L) (1) " Cf) CIO " Cn =3 LU 2 < a z < -j a- , SHEET NO. SH 1 ,2 --I Q In :. 1, . � - 0 - F-T,;1*,11!I1I1w_wA. - I jA.J:W-IX:iI*Mj.j.j#yh1j#,,T R3=4g:f,l,[W-l(ol;i'Mi7T"lq(IMN��-t- ___ 4 I , Im-11=04111141441m I'm im�I& _", lift ;mmmmi 11 . __ IMU .0 DCW A pM`G Mm ',Ll H I ' 'UM SEPAPA71 PANEL I APPLKAERE TO nNG P It &A$, , ,4C I SECTIO41 .6§.D� -7!I3 _______t_ 1 70 OR LESS 2 %/If. BOLTED - - I" _V, S, 1`W. 1 Z'W & — .66A - =­.- OR VOS 2 7/8' 1� I —_ BOLTED - I A � A A � W - . I - BOLTED W/ 164--20,g(4- S,G M�S, It, WINWIF AT OVERIAP * 4% OF PAWA LENGTH MEASURED FR 0 BOTT OF FN,NEI_ -_ Imurm! I 444173 t1=Rw111IvJK-1oIN1I4.u-1zI 117W-111101:1-3: - .-,- 11 -uFwIjtAxei-1.L4 kd7*jAw3IA1Ioi1vj:; � 1� MV-1-11.1ew,loi,.14.11140;ftl.nl.li,.If�ixw.iiL I ___ _.I-.!.. 0.1419.111*111101MINFRUIE'INIF16m �_1101111111111111111 - _____ - � JAXMUM - 'O. DESIGN PRESSURE RAMNG (P 't � MOWLW ANCHORS SPACING FOR. E- 0, - 3 ,/Z. . � APPLICABLE 70 MOMIMUN �ANOL LERM 1, (w) TAPODW 1 CALA�N emmAixtI: FDm&r III SE.OMI If & PANCLAWTS PLUS ANY COMBINATION To CONCRETE . To CONCRETE ITO CONCRETE I � TO CONCRETE Ta -ONCtETr TO CONOR-E �-,,,,,,, . Ito CONCRETE - EILON 12' N/A I 12' . 1 --I--- NIA 1z' N/A 12- 1 N,FA I - & 2' (TOP) � 1 11' 3'* I IQ" I - - 1. -_ '. A- 1. . - 4 . . �WSOTIOSMI. �66,0, -75.1 I 1. / _�_ L - !� _f:1 , ' ,I. � 12' �, 11 - - ./A 'I,'; , -T. -vv -_ 51, ___ N/I , - 8' ./A - 6. N/A - - a" ____AE_RtES N' 1/2� - 1. V (BOTTOM) 1000 +.� OTTOW fl- V (BOTTOM) - - � 70, OR LESS 1. __ N F N/A I * 112- NIA 4 1/2" N/A ,3' (TOP) 17, - N/A 12, _ - 1 N/A _____ 9 1/2" I O/A 9 1/2' N/A S (BOTTOM) I 12, . N/A 12 1 N/A - 2- 1 N/A _T__,�_ 1 - i N/ A 1 4- (TOP) 1 6. - � I 2- � I _ 12' I ,I. I '. � - I I - t A, (BOTTOM) 1 __. :1 # UtR TO 66.0 p-?. "o. OMSH PASESL,AC RATING ASEE SHM 26 MR ANCHORS TYPE & SRACM FOR INSTNUATKINS KID WOOD FRAME SURLDIN4 MINIMUM ANCHO SPACINGS AND MINIMUM &DO& DISTANCE AM WWATED ON THIS SCHE� FO E 0 LESS IN" INDICATED ON SCHEDULE ML�E ANCHOR SPACING BY MULTIPLYING SRACW SHOO ON SCHEDULE BY THE FIDUO"o FACPOFIS, FOR THIS OPERATION ' TO BE POSSIBLE, REDUCED SPACING W,OJNED USINC FACTOR SHAL, AM BE LESS THAN MINNUM SPAGM INDICATED FOR EACH ANCHOR TYPE AT mown-unItEw ANCHDR TfPE ._IC4- _ 114'- , � i/Yt_ ­0MX­. __ TA" t�,_%&_ I W, AW4W SPACI44 B,j - __,__,_ I I I— ­_ A I I/F - . ---!-- __�_. - Ito Mill) -,i--- =1_I/i___;_1_1;�___,�__ Amue. En e� mwcq pvm ) v��_ , � ___ I 'Ir , ­_-�- - - - ::��_ r Loo - � M-1, � �._ 'Aq .43 ___ 3 142� , , - I- �_ - 1.00 I­VL_�� I I I + REOURES tba, DISTANCE BETWEEN BOTTOM OF PANEL , I AND (D to K, 1/2' I _jI/2* ly I m- ++ Rmum M­ owmm BETWEEN BoTyum or PANEL AND (D TO W-1 D116" klyl_z __� COMPONENTS R REGULAR. LIFE SAFETY & E-Z HANG SIQRM PANEL SYSTEMS (SCALE 112� I') i - __ ----"--"---,- _­ - "' _­ I 11-11 -­I5.1W (TOTAL WIDTH) ---,------, ---.------ ____1__1 ___­­­__­___ - --- _2_187-___� 1 1 � ­ '-, �itwp* ;; _____ --�,.�--l'�--.,-"-,,-..,--,-,--1240Q" (EFfEcTNE W1DT4)___ - ------ ____________­____­_ i ___ 191) I 1�4'Stta " 14 'a � ­75G`­ 8 RNM _)­­­­ ­­­­----; i I - ___ i � 1 - -1 ------O 1/4" (TYP � 1,2'. - i -"to Ancu 0 f, vil � � Z74�­ "26, � 1 1� � I ,,,, . , � L2 I I .7 .. .-OI14w11A�1.r1.11_) I.M,O-_� - � .ORS1 1 , fl, 00' . 7 i'� �-1_35D. , � _ - , , IS _ �_ - J ­L43I - ol. L . ", - 'O I k 11 ",a./ ri 1 , �, i . ! I �/ I�Uq I I I I L___ � t t!"I � , , 4__ - -, I 1 , . - ­ ,,- � �__ __­ -----I-- I " I 11 I I I I N � . I I :_�I-�iu- * � I , I'M", � ,,b - � I otNF` I , , 'M ,� : 1 .084, ,,-,, ,.G�, """ I, I - " "' 3,�?s ! , el, ORZ4� tRN, THICK 11 � I 1 I. I __ I'L 0 IIALVANIZE17 STEEL " � I'm* � I'M[ ASTM ASW TYP, / �2� - �,Ot!!4" - - � � I � � � BRADS 3D MINIMUM HEM . - 5V t C�al__ A 2AZ5 t_:�_-.,_�___:Z�: I I : G160 CALVI � I - ___1 ,'- _j I I - . I "I'll - - 1084* , ,,, __I A.. -­Dr1AJL A 417 1 m! -­- -1 - (TYPI) - __ ___ ____ ;WA ------ - . im� 375 5' � L__j_____._, .--- A. " . . . . . - 1-5so, - -1 L-2.0 i I I RAHELS SHALL Or INSTALLED ALWAYS -- -z33r--­ FROM LEFT 70 RIGHT W/ 112' LED END AT LEFT $IDE Of PANEL (�) "H* HEADER (�) =_M9X (�) AWZMM= I I IAT 11__�111 - TOP EDGE i LIE _,� - __ - , �- W. 0.02-" [0Ij PAN" " I 1, P� GALVANIZED STEEL I GNID _ _ ,�' 1_�` - - - __ � 3751, -::z7w 1 j W/ HEWED moc , t � �: PANEL I ,..'� >--" --,,- - j I ) ,.,- , I I . " , .< ­ �5�. 1 . - � - � , "�' �."- ­ - ;?�� _­` 133*i oz� , - �, � - , , ) - - _,��_ � - ,� 1� � ,� I " _1 1'� - -1 - - _z�_ � - i - , I I 8 1 I I I _e0o - -- . � . --� - : C`.�11,__ �� '4 �, - �- , i i 1 10.926 " � 11 �7_ , --l-l", - I I ' ' li �11 9�� ` �� ' I 1�1'65D- 14 .,62 ­_ H&IAW" - . ­ �'_­__,_l IMEYD" " I � - (___ , 1. I _­.1­­L2_SQj­ - --­ , .,-- !N,G. � --­­2,2bO`­ - , -- rw a , - I "I" --�.�,':E,.-'��- � , I I x OR @0 I �� � / ISOMEJ ­ � I ,.� ri-51 - i I is I WF L�w'e� �, t251 I I---, ___ ,4 r , ROUNOED �QRNER 0 EHD5 of PANECS ,,, -, - I - JR. .00, 1� , - : j_t!L37S_ - ---' END LIP W1 HEMMED tUGE� L I - r 'T 25� i ("T's) XS*' 1 I . I I � r -----r— PAZ"" Typ. BOTTOM C*` � " ; i -1 11 . '001" MO. (�) - ____DXf OF PANEL -;7w',- 5'. 7 _3J � � i Typ�) 31OB-HIS4 ALUM, &LOY KEY 8 DLE AT-EAM . - - D72* 1 � � I I i (�) '-- -_ --' *SEE SHEET 6 FOR ADDR, I . � 0: I I I ". I�. I : � 5 -- ,.=� - .S,r r UNI[TATIONS � SLEEVE LE=, IS I I, � � I'll � _.DAI- I - , - ONLY VAUD FOR IWALLATION$ INTO i I I I I � I - -.125* I I 9 ELM 2, 1/8 I" I MR.) WOOD STRWNRES, . i__�o � � . .37S. 0 � �­ , ­-_' Im-] I I I I � _--I MAX. LEMH ; ; 1�9 - I i -2.000-- 1 2.10, : ! , 1 3,7w , 2 � - __ ___ Cow � ­r� I 1 1 AW � - � '- - ­2,141' ­__ . 1-.118* /,____�, - , i ITY-4, 1 - I i � I !i �'CV, , , 1.0 � - I 4 I .75a, I _(E), 11 - 95- (�) ffsl_!�� Il_� - I �- ­ -I, MIN. To 5, M­ ---- r � , - I I I I I I— 2GOO­-_ - - ,_� (R %LuLA:_mA& @ mrm .Nt EL HANOER 01 (�D "J' IRAC (R 0� 74' �­ -- - 3ow­-W. .-, ....... " . , ,L _ i 11 f­ml w" X, Tlti'l; IS 41_J44!_W1W i I I � � - ;�- �A� I . LY FOR E ,Z HANG � - "" "­� ­.­­..� I 1-1-1 _­ - -411- � ..... ­­­ - � 't, � ,�� (USE; ON - , VORM PANEL F 1I ": ... .... � -_ - :--I - 102. :I� �­, ,�C Emss'% . % SYSTEM) 606Z-115 ALUM, ALLON I -275 wkl� , / 11 , I P� -,:i,_ � - r" , ,in. I- - ..... f I ___9_ � -- I , '. .. I q = I- z .* w I 11671. -­----a�­ ,--[,.,-' z : No. 441 * FLORIDA SURLITING CODE (Nati �!Uh VolovitY H cricant Zone) :;:�,�_ t, ��,, 'T"I"' 'INO MIR, 4 0 2T:.- I , �, t Wr � * ., Tk � am. XPOO, M, 24 GAGE WVAXIZED STEEL STORM PANEL I - - t � z f-,t - '. � 17' .1_______­__ � - - - 4 - to"- - I D88 -3 ­- -(( I --a*, STATE OF ." - OPIMIN WF L , N, _� - _L__ ___�,� L -) ,Dso,��:, . m � I -WI-11m. SEE DECT10111 - - 11%, ,_ " - - �, I - 2.000-­ I L_ _L.__ � S, D�-., , '� ". " ` -, � I - MIN CTS, LLC. 'T, - - - VIED S'.. 61 `iTRW - I � zBA1 c 52?n�� , nwEm rl� M14 , ; �,7, -, x"""', UM_ AIANWF oM,NNv-7bMI. FW, ONA)W-W79? 20-175 (j� BUILD -OUT *r C4) SM-OUT "F" TRACK g & (��O ERED WINGNUT , _,;�_t — 1-1 JoRk.4 - IR"K ANOLE (ZANIAC a ALI" I i --- m ,.m-� or Hi -I .. --­­a I I I -_ _____ ____ -_ INSTALLATION DETAILS FOR REGULAR_!AN"-) SITO POURED CONCRETE OR CONCREIE B=K STRUCTURES I I ALTERNATE CONCRETE ANCHORS LOCATION I �-T CONCRET ANCHORS � SEE SCHEDULE ON CONCRETE . EXISTING PWRm WWAE% (SEE SCHEDULE Od­1 E)OSTING POURED � SHEETS a THROUGH 10) OR CONCRETE BLOCK __­_� I - SHEETS 9 THROUGH III), OR CONCRETE BLOCK � � I -_ � FtEcRwRED� � � REQUIRED, ........ I I I I � � _n _fv I- - , _&TTANATE LED - HOP'S l, E)OSTINC P DURM . - LOCATION CONCRIE7. A14C . 11,12, . I __ r CONCRETE I I � REQUIRED � I i � - - 'A, 151&� ILE 2- sH 9 2% 4) ;, �; 1�1 ,� � nl� ­,", " , __ I , _�, , � 1� b9l t­ 41 - � 00, ,- - -�7 .� , , , --w= . - ­ p , To, SCROR 09 t I 1�&&., , _-, � I ! i ---- � ".=� S4_ N,I W/ NU, I �,w 7— _'111� , � - 'i". - - C _­­­ -------- ; 6 � fl, � ­1 --- I,- j I , If I I ( �­7 i 9 "" -"-"------- ________� � 9 I I � z 1 L/.'A-20.I* 1 E?_ : 4 - I I SNEM 9 THROUGH 1W _ 1� I � 1� F11, 11 _ � i I (I>- � I, . -W-. M,n�z I - v o.. i I EO_ j , - . "I I I � , .r,,,,. - : "", I PANEL LENGTH I I ,6 ,�qgg.�, i ­1 I'll 11 I (SEE, SCHEDULE unw-11 .1 �191 � I "IF - ; 1_­� i : L " S Lou 0 1 A, I . I - .- 1!?11�1 I MIT, --� Z.) , 0 1 1 � I I . (I , MR OR (v I SEPARATION ,iv� �_ o, I -LLW.E � P,�� I - I TO GQLASS� 'I.- ,X I. � O�CI �t , - I � 5 ISE'S ''-,-,-,-- -,-,- " r � F , � "ON To SS, I I , (SEE SCHEDULE T/,(N-�`I' 9 * I'D PDR, ,I, - I I M."MI') �L. � tSEE SC - � 1111� I D14 SH-11 , ,­.- -1. 'GAGE, 0 HEDULE - ! ON -1 1) �� - -1-1- I'll, At .c � e AT rA - `L­ , ,- I I _�,� -_ - I " E717 3 - t'NCRO M.P� __... ___­ 1­­ Am PON fw*L � I 1 PANEL M I SHC S) 4,­_ , , _Yk, I LENGTH I�o ­1 ,____� I 1-1 -1 - - _� _­11, - I �_ - ­11 I, PANEL LENOT)i I I .1 / 4� PO 7'�j I ;m T.4, 0, - _1 ­­ � -1-1- i (SEE SCHEDULE I : , -, -- Wk -­­ 1, -Y _11- t I ON SHEET 3) 1 (SEE .111 - I : It � 'CHCOUu -_ i wSTIN2_41 t -, - I , - SHEET 3) J 0 - . ____ ­111-1.1 ON S r 11 SEPARATION 1 '_ . 1 UPH I GLASS �A � _1( To GLASS. I , I ; I 0 � ­14%1=�__ SEE � L-----,------- I I I ��­ It SNCNEDULC - -1-1. __ -_ � 0 ON EET 3) 1 56% I � I cl; Or - , I I i 11 OF Ic : �! : � � iv I ---- . W, ­� I MAX � ,"', L��,�� -�--n I __01 � ' I t � ��_ . - . 1 - �2,_�___,,, I , I ­�-C.��-,�,,',',.��- 0 C4 j - � -im—, - 1 I ,N0�, I � � . I I - -- -, - 50% " _� I 1 "§ � :I _,-, - SPACER 1 , 7- L I* 12 1/2- D.C. ! __ ----------- - - - I - - __ j I - ';�-,,�,,, -LENGTH - OF 'L7 I h I ; ,I; ve I �-­ --� MAN I i - I I ! t I I ��?� � I i _--l", � I It i � � I . i S�cl___, __ - '2��+= h ­­­j, ­ 'T I - 1, __ i 1 1 :_-, -:Qi=_= I I I -1 � � CORCRETT A ' CONCRETE AN III-, `­_ (SEE Sr NMHOR�E___� - � CHORS I " -11 _�LEQ D, , ''I ____L_ LLE (SEE SCHEDULE ON ,g_r1Z__ -, _, - � ---., -- " j "', EASTING POURED � P4 gg' I __1 4�-i,-,"��,,�",-�',,'-�)\',��,-,,� �Z � -,. , __ ,5, , , _ , '! , , , ­�4 ­* _� � - LON , " 11 ��, SHEETS Q IWOUGH IG CONCRETE Nl?,�,i,T�',� �­, = SHEM 9 "H to) �'; _, ,j � ,,� � ,7 OF WALIL OR SW 1M �-, : I I 41 g ­og 2 I/9 G MAX. ALUVINLU � REQUIRED . SpAcm a A VAUD FOP, Irl. � " � CONDITION) -� - �OX'AOX. 1, -�;� , 11.11.1CI&REC CONCRETE , � ALL MION NO PAWL "' " �g � .... , �?��, - ., EL � ,,,, -W. EXISTING POURM CONCRETE I I v,_,_ OCK OR CONCRETE BLOCK ­ __ LENGTHS PER SHEET 3, 11 , 1 � '11- Rt"WROD. �* 1111, I , f- , _aV:RED 1 '2� L SPACERS, 0 _j , I RE I O'I,N�� (c-mt==rw R ­ I 11�1 '13, � --- - 1� , ,;r S TABLE OM ,AL:INUM � , , 00 SHEETS 9 THROUGH I 0) � III SHEETS 9 & to') UT M!VNTINrA WALL MOYRUNR ","", I'll 11 ER,S (9) OR 1 W%,p SCALE 3/a- I' 1 "'k,111111111", I "X ql�� P, rill �A,,,. I 1": % � ��, _:..., - - v­ ,-%.. , �% _At�'.­ , i �o _.. \\cEtis FLORIDA BUILDING CODE (Non High Valecity Hu loanNE Zone) � - r . a.44167 . I A=II 71'"X0. INC- TA z : ". z 24 GAGE GALVANIZED STEEL STORM PANEL OWN sy� Z: , -, * ! * 1 1 VDjL_Eqp,mmjuN6mQN_Qf_'S5CT1 � z tomitaw ,=� �i 1, E.D. - EDGE DISTANCE , 11. _____ - k, I STATE Ok�. GLOBAL PROTECTION PRODUCTS, LM Pa, (SEE SCHEDULE ON TOP & B07TOM VIOUNTiNGS CAN at I - , '. I . - _­:,:�> I I L I E C 0 ,Z� Mae Sol III STWS T`U ORRIE, m 3MI4 , u , �'jaw�, . 1�0 ' l'tor- '�O' F .,� '6' SHEETS 9 & ID) COMBINED IN ANY WAY TO SUIT ANY ", <1 " =;I " 20 -175 L - * -!%' DR,4) - I 4 .t =1­ PWAC- M#-754S TO: Ir�)181-6717 t $1 INSTALLATION, '111� �� � 7;Z-.r' prom N.- I t.-mm I — �wsir"vl"t �­ -�==, Tuulv�ull: WALTER A, IIMI -- =­ ,,, -_ _—, . ....", _­­­ "­ I ­� I - ,. , ",., n=6 I .- ,, � � I I I ,Z HANG STP� �NL � -1 INTO EX-ISTINQ WOOD STRQrj`URES -, I - , I/4-4 LAG SCREWS 0 V OC, Wj - I __ � , - _1 " 1 I I -, I- U 1 1/2, -�- H`qoAm PWITRAYION - �, 2 - I I 1��, 7, i, � I - �/ Y T � i EAL : r� I � 1. - --l- - �; WA . LAS XPEW5 0 &;XcR'w1 - -_ -TO EXWWG WOW RIAOF , , "Jz , A, THREADED ,'a, I - . T/. � 4CREWS 4 P, O.c W11 ;,-- 1� � - I -, E, � � FLAT OR all ,/2' Ifi� THINAUM� tZNTMATION 1�_ 't r .5 _m WCOO WIACER. , 1 , I I � - � , : - TO CAMIRAT WOOD 9EAUEP� __� I 1, ­0 , I I - I _� __ 4" A , i i , i, � � , it 4 C*Ik, 114W SAIE. � I . I , I ­ ,I, ­04 �A_ II14.1* S.W.& - - 40 , Y � � 4 ` ;1'_1C1"1"1' otil � i � - � 1 7441. _T1 ,2y'� I r, 06- �, c� i , , , W f �i W 'I 6 1 1 �'. -, �� -1 i �� , I!�+ I . - _. ­ 0 i ., 11 .", �7 /� , I , � 7 9 11 1, - LAG S�m 6 5. ax, W/ -, : C-AL f1w, S,m, , , , ,I I � �_r � I., i ' I/,,. ;! _20 / k I 2 0 Ex END OF ip MA" "VID-0 ". Intas I F11 I � " 1 , I 1- I - e I , - I - � �� � 7, 1T _.0 " �11 �� I I I$EE OMAIL i/2. A. I I �.-L- I I I ll I � J' , I __1 ) � I I .mG �, . MANNFIN � EXISTING WOOD HEADER, �, I I T -05 y I L ­­­__­�� I or z TTEP_) 11 z ( vuAL- t/�� & , , __ 11 , r I - .,/w Aw POI, .mvp C.1, #14.1* Fk_s, / i� ,i I I Li 1 �,�_ �-_­&m, :Ix 61 ---I I or v,ERY (D 9 ek top OF & r, 1�� , �� "t I W-AVIS r .1.4r- " 9 � I - w ,,vkCxR z = - --y- �, GILTAIL ij'Z4 & - 81ITED ___0 __ . ir Lj:: !I 11 _. _tA_mqw)] I - ___r_ I I I I I - ­ - WOOD HEADER REDumco, I 9 :z, q/ts. Nip, - .,Iljrw-=.y . - -1 ' : - 1 q.-­�.w/.- w ,A SONAR" - Q. tq" V __ - ---TV- i _ �F _ � 1 1A-P., I2. _��..I,IYIHI�l 41 9 2 "'W2 - �� I W,� To GwIl '� "d 0 L, T. 4 � 2' 1 � i - , , TV 41ASS N, IN "NI; I, 7 a g 12" ac 41, ; , I � I/w 4h, I twfi,y 'NINLAP ,�� MITY DARLA- - - E� - I � AI'A 91 .,� r I ". __ I . VIP RUN- I 1 / vA 3,Ai - - To a�ss_ '/4r!-wO.3j41 i I -1., � - -- ---- - I z __!L_L - i z M , �_ I �� - S=_ ly 5.�.41' �,.K � ,",e,"%"3'*/ � , . .1 r TO .A,-,. / j _w O,vbAP to gin 1 ug T� i 1 . i r- _O !!� I " 4 1 . I -f-- -1--] - 9 -I- LL - 0 . , I . 1 i § , 1- I E�V , I � i I 1 1 . I 11 I . , i 0 i . e - � 4, I . J � , - -,;� I jw' i, ; � " . � � j I - � - :Ii 1 � I, - I � .6 . - ] i I I- 9,- - =j tgr. ,- 1, 1- ! g! I ­ �= 4 . 14 I I . =; , �, t . -'V ""' , I IJ � - I'--- _11"; IT I I 1�,,� , 1/14'�/� � 0 �, I -_ I I I 8 [--- , � I ,I-- �,,j �'�­- . , I Wm NOT a I , 1� , , � ,�,, -�� I - ­ � I t I - _1 _ ... _i a 12' ac J i g I— , I � __\ _0 T :� I !V ,I �� �, I I - lr 2 — Ill � 1�16 6 I I 11"C"' 41 " I ­ " I ­� � �j 1 i VLo-1 .rN ", - 81 "I to— I 1_�:Ilw.e * " ,_ - , I , I _JA___J___J - , ,I � , - � -.-IL, � -, ;R�?_73- 10 � I 11, 4- -7--41 - - , 1;I4QSN,Jv [ , %, 1 1,4 01 - 'i 9 .1 ---I I/��ZN� I , 4, ", i iTUAg,F,v,___ I - 4"', , -.4"', " I PSNETIviTIOT44 ,g-Nr - - - - ____, 1. I12- OC, M � I '! % " , �� " ! I/4'. LAS SCR & ' ;I , , I -T- I 8 11 I- , `T2501 ­ ... \ , , -ow/4- , � - j -) � , , � I I __W2) 3r..' . - - ­J� - , - - - § _ TilllffW " Ix. , � �� , R= 11 , , rv.26 5o" &,%H I AV L AtOulAz gA gg N� IKIn, I A I IT -1 � , DIN ot Pill At smrs ZINC OR �, " I t . " CA ON E1114C ,- A L I 14, 10 PARELMAIE PLUS W/ - THU , W gum '. ) , tg ,,nw4-!As. W/ lfv%vu- - 1� - c_t , " � I , 11 �A� , , 1, z Ill O'C' S. W M.. P VNiTRATION 9 I P� O J , I I= � I&M r \ , I � �', � . , - _,/4 10 - �� ", i;W%, - � ,/, .tAG - v 6 _t ,�A i.AG SCRE101. 1� � ) " -,- IW- I INRMF4 ol� 2 Mt, T�'. I�NU`6, - ntw mover �� "" ALTESSAW1 2"W � "I! ,,,,,, ii - Ni" Dx.., .0 � REQUIRED 0 IN or PLAIT -�L I ON LOOP L!""I SO4LE i/4---- ,F _,� , I I � � � PLAIC REWIRED FIAT 11 a � I , " 11 I I I, i - I - I I ­w - - - . - htulim'. UjLh�T1h1jq ,-., , I � �, ", I � � __ '�_" - I, i CEILI 9 MOUND119 -I=- , � "' � I -K , --I- I- INSTALIA-ROMM ADS ONLY VAUD FOR BUILDIMIS WITH .S.D. T�I� LO, , � 710 IIA�Oj -75,3 Pe AND PANEL'S ILDROTH UP TO T-10, �Ds - � I . , RNAIIVE 3**W SCALE 114 4PI I - , "AIIIJAPOIRINA, I - a , A, Tf, e - � I "now, WOW MEMBERS TO u S,UO�N .r � - , ,�,�;� %p, LE 1/4*-l' , , . 7. FOR NEW W11w FRAME CONSTRUC - , ­.­ / SON P-E N., 2� W ST_.Cin� 0.145m OF 0�56 CR [OUIL "I - Q . . , �� '- , II41'.��CEN ��� ... ,� _-<�, , - � � .... � I i� ., FLORIDA BUILDING CODE (High Vetocify Hurricon. Zone) ____ I , SE111-39 - ! � NO� 4 1 �� E Qm W-Em 1�c. i I SE, OFElIncM A= I :*= 20 GAGE GALVANIZED STEEL STORM PANEL r,p 0 - -1, ON �, = *, � - , To uo�Rpwarq = =q *� __ Wl*H W; WV� AS PANEL -, &,= - I z - - � I INAiTov -, 'DOO O. 2= I,-, II&T - ��-5!'- ,,� -- , -,;, GLOBAL PROTECTION PRODUCTS, UC, 0"AArAm ,v-c o,o S -c' SITM OF c-;� I !" A4 - .�, __ omt - ov, ` ;;;w- Ntm SI Dwm�m cOKAj_KpQW_x. ALM LIM HUM ��,,� 077_�,� SA, 514CEL - ­ I -4�_�� P.: - -_ - - - Top & BOTTOM MOUNTm- � SPA01am-A-0=11 -_ ION 'to L -1w ' � XRQ-� f­ 0M.W.-Pla, 20-176 I WA, 74 SUT of, um'LAI, Am � $P407 stam- I/-* - I* NE"N4014 ­ �­ ­R" - I . — - ot, . I-_ - V*wm I. .I �. � � — - - � - awaotm � I I- IL - I I SIN= I!!ANU4CD IffiRMTRAINED AT-W-08-am"M M-1RAM-11-021 * ­N1AXIWUW PANEL JILEN01H %+" OR 'L-' (ft.)O MAXIMUM 4.S-D. CONOIFTE * WOOD GESIG I N PRESSURE PATRIC INSTALLATIONS t ' (P',,.f.) (+ PI, -) , , L_ __ 20.0 tg,-O* 12*-Q,- _-7ii-0 tv-o- 11 , :2!� ___2�_a_ _i1.1_$' w-70- _il_li__r� 70'--o- ____!�__&__ 40.0 10�1, ,9�,- - - mo _1_-f_ 9�11 ___!�-_-_ 9,-4, I 15x -_ N*-r .- -_ - .,�_ ___�:__O� .... � ____!H___ __Ln�_ _2�_r_, . ______!H__ ___2!�__1n__ 11-1. ___1___A __ 71-01 - 1­2t* 1 7$.v 71-51 6,-ro' Av. 0 71-41, 6,-7* -,- Ai_�__ —71-0;,- ,_W_�7­ � L ---±A-"---- __!�_1�1_ -If- ___,!!:,!!,___ __!L_p_*_ ___�L_�L_ ---,L--O- 1,0510 __�___S* s'-J* _±:__u:_ "-,. __ flao - 5*-7' it" -, ---:-- __ —51-r - ­51-5-1 . 1 �9_i_ , --��'� � 28 D,M. DMITAORCMJLIKK_K� MAXIMUM PANEL LENGTH (A), 'L+- OR %-" (Of.) 0 wxw,m ks,a DESIGN PRESSURE RATING tp-0 (� - -, P%o 1 CONCRETE * WOO* INSTALLATIONS t - L+ I- 14'-*' T31�0' ----T!L70—_ 22--w -RILD, _11�7' 10�7' —, ma ___jj�-B' W-1111 9�9- �01 � . 9,-2 . ---.! ___L__f:_ *'-I- — 8�-7- ____.±_S0 _ SDO i-_7,� 0--_­ - __iiv___ -ir:T- ?--:9--_ __Q. 7--5' _____!��o - ___!� -F-_27- -±!--a- 70.0 _i�__Z_ 11-15, - , 7-110 ___;�,_v w6___ ____!�,A_ ____!L0__ 10010 - 7'-21 - -r-oz- —7-0. --c--o'' _!�-n_ SI-J, __A:_ —W 61-18, __��_ ­6��T__ __!�__T_ __��-_,O' __ S,-7, fai— --e:��- —5Z--__ I, fox - 5,-1, 11 , m�o I - - .,-to, I IR,6 - 11 - ,r*-e- MINIMUM SEPARATION TO CLASS SCHEDULE malmum PANEL LENGTH WIND SPEED < 170 -P It j WIND SPEED , 170 .P.h �") UNRESTRAINED I RESTRAINED I UNRESTRAINED I JO�MINED 30 OR UNS 1. , I 6' _T_ . - 1/1 P33 10 90 1, 1, 7 1 12- 1 1 7/2- — i 7 1/2- j 7 1/2. - 1 1 1/2, 1 � JUUNflufthwi VANITI I PN=14 fln) MR A 0WIEN UOUNITING CONDITION TOP DIRECT ,III I :u. . " �Mll I "Ofto 007 "F�z I - OUIL OUT - TRACK MOUNT HEADER 41 Im I ANCIE 1;2K BOTTOM .= - MILECT MOUNT - W 1. 12- 5,5- 1 so- ED, 4 I 1.51 SQ10 ___ ,. 32- __L�35' � ___ O� _�3;; __ M_ - (�) 4�-7-RAC;-- _!w - _ —3r __12L _ _�� w 1 A2. 67' — 1 so, , 0. @a u vyp-. bg - Owar - _F- 1-wu I W/ 31W tuAlmm '. 32' Sir , -se I 561 I F-Ii- EV - UI - - , M� === 0 " ;3:2= , 3� _�� _�!_,_L ze 601 se I I I SL IS . I 1 S A (�9 D.M,,W. , _ @.,@ +2/4 1 /A, 3/4, 4/5, 5/5 & 6/5 IW/6. 2W/S. 3W/7 & 4W/7 r MAX:r ______ __,______ANCHORS (SEE SCMIQULE ON 31 MAX ;-I' MIN, SHEETS 01 TO &II) -,-----------------------,-----,-- ____ r 1, RIII -1 I I— ­­ ,-.--.--,.-= !_ . � 0 1 , ­z__ _____________� � _____ - , �, i �_*, - 1� - r- -i - 7 - r, - r T - � -r- - r- -i 17 / I - r -1 - -T - r- - F- 7 - 7 -T­ -C- -I I I(SEE SECI I APPUCABLE) I I �� �/ 1 ! I L 1 1 1 11 1-1 - 1 I __ - I I " 1 -"z , 1 1 I -1-1 - - ­1 � . I I . I I f T - I 1, I 1 �,,, - . � j i [ J I i I I I i I I i , 1 I 1 1 t I , I' - I 1 1 1 1 - ,,, - I 1 _ 1! 1- - !_ I - i AL - - I - JIL -I- k, 'I - 1, - � J-1 I I i ! I .L � � I - I � _ I __ ,,�Apr I �, L . I_ __ j . BOLTED PANELS W1 1140-20sl* , _§.S� M,S_ BOLT W/ Q 0 Ek OVERLAP I (SU SECTIONS AS APPLICABLE) I I I I I i _t] i � I � f . , - 6 i , , I 1 1 4 � 7 1 1 1 � c � t i I I . I 1 I 1 I . � 2/4 ,41/4, 3/4, 4/5, 5/5 & 6/5 '" I W/6, 2W/6, 3W/7 & 4W/7 ----- -ANCROITS (W SCHEDULE ON SHEM, 9, 10 *1 I)- , - -, , - -1 n1 ELEVATION NOTES, p(l) f- MAXIMUM, ALLOWABLE PANEL LENGTH FOR A GIVEN PCSffK A�16, DESIGN LOAD. I_ MAX ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE ASLO. DESIGN LOAD. (2) PROCEDIRRE 10 DETERMINE MMIMUM PANEL LEWrIk GULN A POSITIVE kS.D. DESIGN LOW, DOCRUNE MAXIMUM PANEL UDIM 't-' MOM SCHED01- a GN PAW, UENOTH %­ FROM SOHMULL 'Gr?2Z =AJ=AifPANEL` MINWJM OFTER36UNIED PANEL L"M BETWEEN 'L4- AND %-'. (3) E ��= BELOW FOR MIN, PANEL LENGTH FOR POROSITY 4UNLIFICARON, � 4: I't iNSTALLAGONS INIQ WOOD ARE WMITED TO . 05 p,$J, MAX ASO, DESIGN PRIESSAIKE RAIINS I m I SI�, ;,-- ­�, S� FLORIDA BUILDING CODE (Non High Velocity Hyrricons Zon*J � � � P� 'i .,.A� � - - . - - . . .; *: ' D, 44167 I. S 0020 Tum, ooc� 24 GAGE GALVANIZED STEEL STORM PANEL 11 "' IRV", vy� ; * : i -r'. - "* , ,� . ;TATE OF ,Z7 �'*7nf — - — fit LTE C 0. ", \1 .1. I I-- 11 LLC.1 W"`/�-o MYL GLOBAL PROTECTION PRODUCTS ' - a � 1, ��, '. � ; '- : �QRID;k .-A y ,i �.A�/, A6,w "',� s, ­_-­.,z$ A,- / -m "I 51 SMUT ____ DAVIG FL XoM,NMW. - FooNt,- CwH).so-IRI.S. r� -.97 r2l 11T � gLN T = 4 . r"Dowbum, Cmw. . ---..,. , , (.4 ­1194=1* ­L­ , '114111 - --I — i-4-1 . ORAW`NG N� 'tt,tw;,"Col.l"lv&�,61=-��IC"M .4� oIff,l, Ps. I FLEARM, Lk, uma_ I , I - .- I.Ap'.4 ! 1 o' III I I t . =::�_, I, - � — ____ —_ I 1111:11 il 1. INSTALLATION DETAILS FOR REGULA �� : .111, 1 1� INTO WOOD-519MOUKS I '' 11 ___ ­,­ __ __.__­".__1'1_1_­. � ___ _­__­_111______1___1f - 7)7-7- -,,-;,f t,,- ' -,­ T, T -- `-; 7­1 tv T -- 77 `1 -1 - A SEPARATION i I __c1j I i �/ - �� 1�11 � - .�', i 1 ��7� �`Ili WOW ANCHORS I __ 'to GLASS� - --- � 51, z (SEE SCHEDULE A --,-,' � ($a 5CHMULE ON --) r ". , ­ I 4- /, - ,3 11...-�,, I I , � I I ­ _f i" , SHEET I I) , - , � � s��,_ F, HEAD aot,z 0114 SHEET 3) _�� �'. : e I - , !� , I I , - I , , - I " -1 , - - - 1 1 1 1 " 1 � " � , _� , tw 11 I 1, , 1�� � I a a Ile O.C_ t___,­_..-__,_, " �.e�� I! 11� � , __ _.___ -_ , " -_ - I � 1, ��, � t, I ,�, 1 �, � �ii i� I � I I =%:1w1_-.1 � �­- . � I , � I __ �, __­__'____­i 'L' mox. - � I -, e I \ .: � -) � , . I I M � / ilt .L I . I- "-- - ----- I PANEL LENGTH WOOD HEADER, '�, " ! W! - 742, WOOE) ANCHORS ,,� � � I 1 [ IEZASSISIIIG� __ - I , " I : - "" " 7 I � (SEE SCHEDULE � "' 1, �, , � . . I REQUIRED � I (SEE SCHEDULE ON - �.� " . , I _____ ___.__f ON f ,* G� i�� i - 1/4' - , - I � f�_�� i 2 � �GHEET 11 FUR 4 t Ld ... � SMEE, 11) � -- I i_1.L_uF1 iFACER - � r= � F-wq MAX ". t�� 0 ,,&#',= �1` 5, ;; , , 1, � - , SRI 1 __cj ) C;,�� I - - 2-i , �', I __ : 11 t L_ ) 1i � _j ", � J1 LET - I �' I , I � --- - MAX- ; � � WOOD HEADER- _,� ,� ;i,, ," , I f "N �,_ - -11 V I I f i v i I I - I ---- ---- ____ , - - ! I - -- 1, - -.�, I � j I Ai , _. [ , I—— � o I 1 - � p � � , , . " -, r � __ 1�'11--1::,l-, I, I I � I 1 MK k , I � � I � I ; � I , � � 11 1 ED � - , , 1, , I -- I 0 1, �f,�'-_­, � - r I I- "-�-- -- , � H I ­_1 ____j_____ � I 11 � I A � - , , - � - , !i, I' MAX. LONG ALUMINUM SPACERS a 1Z 1/2' I � �:, t14 _j ; ! i r,70,c� (SEE TABLE #1 ON 44W I W., � , cl) ; I i � -�,�',', 1 1," � 1, � 1�� i SEE NOTE - BELOW MR LIMITATIONS POk 4 0 'L' I SEPARATION I 'L' MAX. wx � I 1/2, LONG'SLEEW., I I TO GLASS, - PANEL LENGTH �", , " 6 � � , I i S � LENGTH I �SEE SO4EOULE 1� '-, � � ; ; Err scmmutO PANr � � � I t I (SEE SCHEOLU I 1 f � I ON slim 3) ON SHCET ;I) L__.___,___1_A__ ON $HEFf 3�) I" � � i � _PANEL MATE FEMALE 10 OR PANEL MATE . I'I I � I i -1 - _-1-1 ------ - � " SCHEDULE ON SHCET IQ I �,�, �: �� � - - � - I I- I III=; I I 11 "V , r , I, : .", , t t"j, PLUS (SEE [-- �� - - 1- .11 114 1Z m . ,I --- --- __­ , I , , , 'k z ! Wit, _14 1 . , I , "E�� 1: I SEPARATION I : I I . ­ 11 , , I 2'X4* WOOD ­­_1 I ; =iilq___,� TO GLASS, - --------- I "; i � PLATEE REQUIRED �,�, , - __­ , t � SEE SCHMAE ) %H9­1 , I -- _01 i t ON SHEET 1) I I A- i�,.% I I � I f QIRECT MOUNT ­1 - . � E * 1 4 � L_ �4__= _____j___F � I I _ ; r_­ _____-I_ _� 0 1 1 I I , , � , . C54 SCALE IS -I' 1 I 1 I 3 _ -1-. , , I � I : , j I � , I #1 ON SHEET 11 FOR MAX.. I i SOI; � I. -1 " - . � 12 1/2" olc� SEE TABLE . IV. LENGTHS A, I 111 or V 1 :.� ,--- "', 110.1 I Nuui� A -So DESIGN LOADS FOR THIS INSTALLAMON, I I ' ED ' ; I L� MAX� � - ' ---- I I I �__ �� .. 11 , 1 _4,' I- ; E� " I t . �, , - _--A � � t I � I- -1 � I I a 12 1/2- O,t � .. � , ��- � A .... . ... , ­ �___ �, r__ I'll __ � I I '; i -1 I I", .. . , i� ____ � - ED , 1-- rli; � I � , � E , " __ -1 - i� i I � L I � � � � � ' il� i_ �11 i WOOD ANCHORS ** hm. i 4811010,1110 0 __ � 7i � --- STAGGERED W/ $MD �- -,� � I _­ ­­­ --- ---'-'--I-' � 1 t_ ,\ " 1 � , SPAC04 SA WAY BE 1 V2- Latmc; W, � � , �SEE SCHEDULE ON `� I ,�, ���- H -r--- ____ �,', i 1,�-� � � , -------I, , �. 11' i SHEET 11) (1) INSMOVION IS LRATED Im A M SIM BUILDINGS WITH 151_0� , �!, 1 , 1 *1m, . i�! MAX WON Roor A RESUIXTIONA " Awt, 211A* WOOD �� , I � : � � -q) ] __ x __,� � , ==Is ' I PLAJE PEOUIRED %, 1 ' �' ' 1 "", eULM4 HOPB WCATM ON SIM It). '� I , Ratak= � 11, i , 11 ) �ij STAG.4,'T'1','/' ,,.a 1 I -.g=.S,= � :, � �,_.,,_I, ,,J"�, ,_.!�I(4' WOOD � , ��­",�,� ,­­­#M, AS , � ,,, ;, t , OD ANCHORS Gow Twet, COMPONENT . :AND, wt no" w OR ,� ,� � � � �:,_ P A I _J � � I LATE REWIRED SCHEDULE ON I SPACOD � 't' - '� - " , � (SEE LOW AS *W POLLOWN0 Wlul:� 1 ." " L i� � SMEE7 I 1) i ;t�,.VAn=SN,AM_ PAWX AT 0 "/O Q,CaH I i O"AH"D 111" A 04 12 vg� I'D, vcm ED I " , I SHEET W I 1:� I (1) mw" A" wimato PRM"r I I Wim IS .60, -O& "X z (3) WX 14 C" PANEL UOKIM IF LAWDE TO N' AT ANY OP1004 1 I I MIS G A RMTR0CPW FROM LARGER Pftd�L UENVIS ALLOWED ON I H, __ . � ,� I w ANDAW STORM Rkmal LENGTH m I ALL M IRE KQUNT I smouix $HOT IT), Qmw w - 2,W (4)1 Vr��P%CrT�� #9A SHALL BE AS INWAIM ON (3) =Pj;2j;4RTALDLW4T% Z5 DANY. SCALE 3,/8.1' MIT UNN' W%CS QA ITS ONLY WALL MOLIKIING i W i I I VAUD 'ASDOITRWEDSY� I I ALIERNAIM I W I I FOR WM ZONES 1. 2 ANO I I" A" THE =0 Pth EDITON) OF THE FLORIDA SCALE 3/8-1 - T*) imsmuArm wu.Rt ONLY FOR "D I MALDNO ow. MNCS " 2 . ,, PER AS7M [ i I i i Tol"i-ce. i ,0,-`M"E"M0.% I ­­­ ­ � , ;"'& � ____ eip'�'L�L!�t 110, ; I 4tl ., �, ** -yCen ** ,.,�,� - NOTES, _. \ fe_* v- -4 FLORIDA BUILDING CODE (Non High Vvlooifyy H.ricon. Z..0)l p r : 1. INVALLATION ARE JDNLY VALID FOR MAX- A.S.0, I - No. 44167 * -, I VZ= TOFZO� w 24 GAGE GALVANIZED STEEL STORM PANEL F.F� I . = w" Rp. DESIGN PRESSURE RATING Ui,s, I) AND PANEL LENGTHS S "W: � * . * S- - TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDMES ON SHEET 3 (EXCEPT FOR B � 7 4 S _,a,_ STATE OF GLOBAL PROTECTION PRODUCTS, LLC. "T"I"I'm COM&NEO IN ANY WAY TO SUIT ANY ALTERNATE 2W') i�� �-, / 1111.1 ' ECOIN ,--� ,:;q � -p'. __ , � wr- INSTALLATION, , 10�j - � / �� V 4wo Im. 5 STREET - 2, FOR NEW WOOD FRAME CONSTRUCTION; WOOD ��_ i;,7��OAWI TILUT Tam."q * "am" 0 CRY ,N`�F F, =I. I- �' - _"' - - "' - - ,mo�, D'Xia-7,�M1 FAI (96"m'-s' L. (IN? ­NOl, �­ NoM A,H_, 1 20-175 MEMBERS TO BE SOUTHERN PINE No 2, W1 SPECIFIC i VIP, 2� M,Z� �� M.4� Cx-owls wNwm �- DENSiTY,OF 0.55 OR EOM, . m­. , I - �1!�_111 ��, _� -_ —.-- -1- I ­ � - ­%%wl Zff# Z-1.114E �� .; 10 . I I ___.________________ gu���. (C) 19 Lxmklq-tw."bL.5eLcL,c--,.B&=--2---LDI�_mw�� _I/-"# 1, STORM PANEL SHOWN ON THIS PRODUCT EVAUJAMON OOCU"E I (P�ED.) HAS PEEN VERIFIED FOR COMPLIANCE IN -ACCORDANCE - TAPCON ANCHORS, AS MANUFACTURED BY LT,W. BUILDEX, INC W;`TH THE 2020 (7U, EDITION) Or It FLOANDA BUILDING COM THIS STORM PANEL SMALL NOT BE INSTALLED AT MCI-. - #14-10 PANCIMATE FEAWL'S IN AND PANELRIATE PLUS ANCHORS, AS MANUFACTURED BY ID.CO CONS`[­�TiMX IMICT5. VELOCITY HURRIC-ANE ZONES (MVM-DAOE / BROWARD CIDUMnES), - 1/4-P LAG SCRIEWS PER N zS ' DESIGN WIND LOADS SHALL BE MIER-41NED AS PER SECTION IfOe OF 'THE ABOVE MENTIONED CW­ FOR A WGIC WIND - 7r'IG"o . 6/9' WOOD BUSKING. AS OLIMTUTSO, ffy ALL POINT SCREW. BOLT & SPECIALTY CIO. SvEED AS RFQUNED BY THE JURISDICTION, WMERV STORM PANEL WILL BE INSTALLED, AND FOR A DIRECTIORNLILT ­Qtt KD-0.8.5, USING ASCE 7-16 AND SKA-IL NO CXCEID THE MAAMUM (AS-0.) DESIGN PRESSURE RATINGS INDICATED ON SHEE,S C 1) MINIMUM THREADED PENETRAPON 94TO WOOD Of TAPCQN ANCHORS SHALL BE 1 1/2' AND r FOR ELCC FANELUATE PLUS 3. 9 THRU 12 & 17. 18, AND PANIELMALE FEMALE ID To VERIFY THE ABOVE CONOMONj ULTUAATC DESIGN WIND LOADS DETERMINED PER ASCE 7-ifl VtAU SE fIR5, REDUCED TO A.&D, DESIGN PREMPIE RATING BY MULTIPLYING THEM BY 0,6 N ORDER TO COMPARET)HEX W/ YAX, (".O�) CI) MINIMUM THREADED PENETRATION, OF LAI SCREW. INTO THE WOW FRAME: vhr SMALL BE I 1/Z% No THREALGED ! DESIGN PRESSURE PATNOS INDICATED ON SHEETS 3, 9 TRRU 1� S 17. 18, PENETRATION INTO SYUW0 SHAL, SEE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION, C, 11 1111. TO A111Y IHAT ANCHORS 1111 THIS P L., AS 711fED WERE .HOT OVER IEISEO, A ,1;1. IIIRFA_� W AU&NABLE: STIRM FOR WTIO LOADS WAS Wn USED IN THEIR ANALYST-S FAS7tWn SPACING To WOOD HAS BEEN DETERJANED IN C-1) MINIMUM EDGE DISTANCE O� tA-. SCREWS. INTO WOOD SHALL BE AS INUIC-ArED im THIS MWANc ACCORDANCE WITH ME),%, 2016. 1 STORM PANEL'S ADEQUACY FOR AmPACT AND WIND RMSTAIIIrt HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1600.1�2 OF CA) MINIMUM PENETRATION OF WOOD BUSHING SMALL BE 5/5-� 1/4' 0-211 SCREWS USED SHALL St 1 1/Z- LONC MINIMUM THE ABOVE MENTIONED CODE AS PER AMUDCAN TMT LAB OF SOUTH FLORIDA REPORTS I[0014.01-01 AND #0219-02-m-, AS SHOULD STUm SXIST� AN-, I- M"Mum, MR WALLS WITH NO STUCCO, I PER SSM 12-99 & ASTM E 33P-02 SHANCAAD!L AND AMERICAN TESTING LAB SOUTH FI.ORIOA REALM, #1123,01-10 AS PER! IAS-201 AND VAS-203 PPGTOICIILS� 040 AS PER W,LOULARORS, PERPORIMED IN ACCORDANCE W/ SECTION 1604 OF THE G 5) IN CASE THAT KFVAST GTORI OR PRECAST CONCRETE PANELS, STUCCO OR WOOD SOARDS RE FOUND ON THE WS"No WALL, ANCHORS S14ALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, I'LORKiA, Bill DING COVE - ANICKRAGE SHALL BE AS AffATTEUNDC IN CA), C 2) st CA) I,2. ALL ALUMINUM fXrROJ%KINS 10 BE 600-16 ALLIDY AND TEMPER (UNLESS CNhF,RWLBC NCIMO)� SEE SHEET 2 I IT* ANCHORS SHALL BE INSTALLED POILOW" ALL OF THE RECOMMENDATIONS AND $PECIFICA11ONIS PF THE ANf7HOR'$ MANUFACrUREX 1 1 ALL ALUMINUM SHEET MrTAi USED AT CLOSVIRFS ,.HALL HAVE 310',-HI4 ALLOT� 6 PAN45 MAY A00 BE INSTALLED "GRIZON'TALLt FOI.LOARNr INSTALLATION DETAILS 5HOWN ON SEDDON I 'TKROU*H 6 (SHEETS 4 4. ALL STEEL SHEET METAL PANELS SMALL HAW STRUCTURAL OUAL9Y STEEL ASTY A-13" GRADE 60 MRQMUN� C-60 GALVANIZED THNINUCH S) EXCEPT THAT HEADERSO *(3 SHALL NOT BE U��tl). :� I 1TF;I OESIGNA11ON W/Fy- 92.2 RAI (AFTER ROLLED). 9. ff SHALL BE THE RCSPONSTRIVIN OF TME CONTRACTOR TO VERIFY THE, SOUNDNESS Of THE: STRUCTURE WHERE SHUTTZR IS TO 1 5� A,I L SCREWS TO RE STAINLESS STEEL 304 OR � Is MSI SERIES OR COFIRMON RMS'TANT GDAJED CARBON STEEL- ASS PER DIN ATTACHED "TO INSURE PROPER ANCHORAGE, TIPS SHUTTER SMALL ONLY BE, ATTACHED TO VONCRM BLOCK OR WOW FRAME BUILDINGS, i 500;E5 W1 450 Pji ImM 5DRENCT11 AND 90 k. TENSILE SOLENCTH AND SHALL COMPLY W/ FLORIDA ?U%Dt ,CODE SECTION i 2 41 36.4 10 EACH REGULAR STORM PANEL WITH LENGTHS OVER GO'. AS PER SECTIONS 1, 2, �, 5, & AND ALTCRNAHVES JR. 3W & 4W on I ;;, I S14MS 4, 5, 6 & 7 RESPECTIVELY,, SHAILL PAVE A LEGIBLE AND READILY VISIBLE RANKING IMIETBOCTINr OWNER ON T04ANT TO i B. BOLTS TO BE AYM A-307 GALVANIZED STEEL. OR Art _�04 SERIES STAINLESS STEEL, WITH 116 k�i MININIVIE TIELD �,FREXGIH, SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERmos OF HURRICANE WARNING i 1, ANCHORS TO WALL SHALI_ BE AS IOLLOW�-, 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CALkK ALL SHUTTER COMPONENT EDE WF,CM RE"N TH CW1iNUOL* GoNTACI Witt THE BUILDING TO PREVENT WIND/RAIN INTRUSION I (A) T2_EK0Wf._aQ1J&M_=!GWT t - 1/4-0 TAPCON ANCHOn AS KANUFACTIALD BY IJ* BUIU)EX. ING N;., t'­3192 P.,) 12 STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLOS ANY BUILDING &NO ZOMNC REGULAiiONS I - �/4* %� 7/a* CALK -IN ANCHORS, AS MANUFACTURED BY "_ ALT INC PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO, > 1 .0 $DUD -SET ANCHORS, AS W511PRUTM BY ALI POINT SCREW, BOLT & SPECIALTY Co, 119 (MR, 1,.-3000 -.1) TZ, (d) THIS PRODUCT EVALUATION DOCUMENT (P.E-D-) PREPARED BY THIS 04GINEER I$ GENERIC AND DOES NCIT PRWDE WFORMATION 114-10 PANILMAIT FEMALE 0 & PANELM&TE PLUS ANCHORS. AS MANUFACTURED By ELCO CONSTRU459ON PRODUCTS. FOR A SITE SPECIFIC P ECT; i,c WHERE W- SIM CONDITIONS DEVIATE FROM THE P,110 - 1/4'0 ZAMAC NAJUN ANCHORS, AS MANUFACTURED BY DEWALI, WE, (h) CONTRACTOR TO BE RESPONS0I FOR THE SELZCTION� PURCHASE AND INSTALLATION NC,LUDING LIFt- SAFETY OF THIS PRODIU, I Z.G ,,H,,N,,, AND BASIC ON THE 1,1*11, 'Ho,"". N'/'N' I;. ".I D. M "" COND ....... S 1XIAMID N THIS ' CU , , 1-11, MINIMUM 1.811WINT. OF TA111111 ANCHORS 1111� POURED CONCRETE 11.1 .1 1 1/1% 2' FOR � An """ , III Mrs tDONSTRUCTION WELY AT SIM 5 THE I'MRACTOR'S RESPONSIBILITY � 314' FOR ZAMIAC NA)LIN ANCHORS, W TAS, PRODUCT rvALJATION DMIMI WILL BE CONSIDERED NVALD If MIOO�FIW- A,2) CALK-114 & SOUO-SFT ANCHORS SHALL RE ,-VIRE.QbEn 1/6' INTO THE POURED C_ONCRLT`_ NO EMBEDMENT INTO I SIV= SHAJ_ RE PVRMITTED� 1,4' ­Z0 SCREWS J%V $HALL RC I �/2" LGW-' M;MMUM SHOULD STUCCO EXIST, N) SITE SPFCITIr PROJECTS SMALL St. PREPARED Er( A RORMA FIECTISTENEU ENGINEER OR ARCHTECT WHICH WSII OF-POME THE AND I' MINIMUM FOR WALLS WITH NO STUCCO, ANn MAY SE kAMIEG SCREWS OR ALL THREADED SCREWS W/o HEAD, ENGINEER OF RECORD (E.O,R.j PON THE PROJEW AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WING NOYS PROPER USE (IF TW­N,F,0 VMUNCER OF RECORCL ACTING AS 01 DELEGATED ENGINFER TO THE RE�D ENGINEER, SMALL SUBMIT 70 -1415 LATTER THE SITE SPWFIC DRAWINGS FOR REVIEW, A-]t) IN CASE TWAT PRECAST STOW, PRECAST CONCRETE PANDLS, PAYM, STUCCQ,QR WOOD BOARM RE POOND ON THE EX15TINC WALL OP FLOOk ANCHORS SkAU_ BE LON6, E10LIGH TO REACH ME MAIN STRUCTURE 90-10,10 $C,C4 PANCLS I�� THIS PLO. SHALL BEAR THE DA-t�, AND GRIGNAL SEAL AND 5)ONATURE OF THE PROFESSIONAL ANCHORAGE SHALL RE AS MENTIONED IN A,L) AND TN h2), ENGINEER OF RECORD THAT PREPARED 11 14. SHUTTER WILIFACTURER'S LABEL SHALL RE LOCATED ON A AIDIVILY VISIBLE LOCATION AT STOW (F31 TDLE;WING_S,��w _mTm__Q__-v - �/4' 0 TAPCON ANCHOR' AS MANUFACTURED BY t T W BURDEX, INC, PANEL SHUnER IN ACCORDANCE WITH SECTION 1709.9,Z OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENINO I.&SEL14C M_ COMPLY WITH SECTION 1709,1.�5 01 ,THE - le o A 7/8' CAUK-IN ANCHORS, AS MkNUFAMRED BY DEWALI, INC FLORIDA BUILDING COCE. - i/4.0 X 3/�- S01JO-SET AhICHORS. AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPEcImLTY ED, - jt4-10 PANEIMAIT FEMALE IT) AND PANELMA-E PLUS ANCHORS, AS MANUFACTURED W ELCO CONSIHIACTM PRN INNINI" - t/4- 0 2AMAC TWIN ANCHORS, AS MANUFAGTURED Err DEWALI. INV, ..- A. 77­/�Z I __ � � ... ­.. ' CA) 4INiWJM EMBEDMENT OF TAPICON ANCINORS, EI_-O PAN0,MATES AND ZNMC NAILIN ANCHOI'L INTO -HE GEN ".. FLORIDA BUILDING CODE (Non High Voloolty Mur Zone) .. .. .. cone BLOCN UNIT SMALL M T 1/4' �e 11 . . - I � .I. ' -*= miroo, IN, f� 9, 2) CQX- IN & SOUD-SET ANCHORS SRAI a EMBEDDED 7/6- INTO FHE CONCRETE BLOCK UNIT. NO %,44 67 " I 24 GAGE GALVANIZED STEEL STORM PANEL Or.., IV, - __� - 1101�11 <;k i/4� * �O,.. STUCCO SHALL BE PERMITTED, 9-20 SCREWS USED SHALL RE 1 !/2' LONG MRANUM SH%��W ST, AND I* MINIMUM FUR WALLS WITH NO �.TUCCCI_ lk �'. S �--E� -/"/-" - I TATE P — - - ­ 11 - � 1— GLOBAL PROTECTION PRODUCTS, LLC. .m If 71 LIE C \ - � *p. 1� :6-,. � . � It -� `$I S-11KC, - , - , c ,�� I01 R I ,�, I TatoT Tam a CIRNHumm 8,�) IN CASE THAT PRECAST STORE, OR PRFCA$�- CONCRETE PANELS. STUCCO OR WOOD BOARD.- BE FOLK, -, �ORI I.Mcct" Z-Of A_ �3314 M - .91, 11, 11 A , , , je�� 20-175 _­;x_=:M_ 1 " � 'y 11 - PW+Irl OIWOO-TMI FAX N0QQ­M,- EXISTING WALL, ANrHOPS SHALL BE LONG ENOUGH TO BEACH THE MAIN STRUCTURE BEHIND 5UCH , & eA�,-.%- ANCRORAGE SHALL U AS MENDONM #4 ELI) AND IN R.2). __ " - ___*_T_� - I i i ORAWK. NI; CL-11"11. ��_ t_1 '11144";"Holl - , ��a q_m/mHE A=, tit", �� _L_ sNCrT I a NI I � I - - I ...­—, � _1­41 I INSTALLAIION- DEJAILS FOR REGULAR PANEL d) I INT) POURED CON9RIEF RELE—OR CONCRETE BLQCK STRUUMRU I POURED CONCRETE . -1psoNo MURED Cowwr __mSnNG, , , � OR GONCRETE BLOCK � OR mucem, aLv,t,' 1, �,, A";' Rzw,jiffm :: ��, " FIEOURRIED. CONCRETE ANCHORS C014CRM ANCHKX6 --- - "' g'�,g I .i� ME SvieDIAE ON . I tsm SCHEDULE nq EXISTING, POURED SM-1. � - ... � � v,;',g/;, SMU-M 9 THMU01 Im �, -11 r1% 1;R I "' `7 - - C2" �,-� � B'R � � ,____�" __ 11 A. ­ - � REOUi ,3 �M � 0 ,�� F __, - t , , �%, J_ I , � CONC , �� I /2 1 2 V I �"_, I �,/,� f 1/4' y . . 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I I I (SEE SCHEDULE 9 I 'Ll M__ I TO GLASS, I I i PANEL LENGTH I ON SHEET 3) 0 : PANEL LENGTH HEDULE 1, I (SEE SCHEDULE C1111-'WIE ANCHORS - t"'J � a - - I (SZE SCHEDULE -1 1.51, Sc I I - ­4 �--!- � � I it - �­-­,0I ...... �- -- - - - I I ON SHEET 3) (SEE SCHSOU r­­ r � ! ON SHEET �S) L___ LE ON , L -- � - - - 4. _­j i I � 1.___S_..11' ---..,-,.. - 11--.11111.111 SHEET$ j THROUGH 10� I - -ct) I it I .1 I � .. 56% � , I E-IMP"418 � , I I � ­:: 1 � , , '� ,� �.�1'11 I ,,, g el", or 'L � "I-41 1 ! " i I t ov, - -1 I ,,�,',' i 1�, , I MAX, q SO119 I 1� .... j,"', "A'_x'k, I i Of 'L7 I � I . 4 -1 I 'T I F-D ,�,w­ __ ,J�!*-200- � , I , I I _,�,_ - I k ��,'�,- ,,-;,q,,,g, 'A", , " W,tae, a 0, O'� � I M`Q`� ,� �', 'I I `�11 11111,� _N I i j � , , 1�, � � ,,",,'�,,4,01,�`, , _. " I , ,� M i " 1� i�' -9 , � 7 � _b 1 �? ., i � , 11 F iN I i Eb� �wlll ! I " � � 1 1__4p p � �� � , � �,, 1 I - M� ;�F,77/ . 11 J� I . - 7, lt__j, ,,, �!�-_ ---.I- ­­ 1. 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EXISTING WOOP � L'�_, -1 � ; � � 7,_______ __­ "_TDCATION I BEAM REWIRED, S-RUctU0w-- , ,, _,, ��` I : " ), , I �r ­ p I 1 � I e � ,ii , ,. . " I � , " ADEQUACY OF EXISTING WOOD / I 'L, - - i­ I � ��, , 1, I / 4 ` 1-1 - -,' �__ fit BEAM TO BE C5RTtFIEO BY _io,- ' REGISTERED ENGINEER 'R . � ­ : le ; 1, � , _,'�--,_ II, : 'i, - - -4-0) � , I ARC41TECT PRIOR TO SHUTTER ' - � , � ; � � - - � 0 - -_ " _1 I INSTALLATION. ! 1 _-z z _ WOOD ANCHORS ALTERNATE WOOD ANCHORS- ­ -1. I� , I , � .-, I* MR,, - �g-,.- . .I,. . �� I W , -csm (SEE SCHEDULE ON 7__ I IF I I SCHEDULE ON 1w CIL A I __ '_ cc � SHEET I 1) SHEET Iq %, , I � I - -, ITT �_ �------,/*­�%v � uz - - NOT I / �� I ,ii I x 1 � z , � : . 12 yIr- = " Lx;_4 1 �� � I �i � � t/2 - � : 1/4' " � ', i `1 7- �? i �_ 1 � , I I - __1 MAX WOW I I I ­11-1-1--� -,-- - .17,�, Im =;= F, -, - __ ----------I I ­_____­­ � � REQUIRED I P 0,11164 -1 - � I _,", ------ ___� " i ! (4, 'I L,�' IiP� P , � � , I ,W,�/,v 07 � ­ , t N � WOW NO S ­�_, 1, �, .k! 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I cm I.0, .= 4 1-40 ::- It . 1� � . 5: 4 z a A WAX, P I ANEL LENGTHS ARE C44 VAUD FOP tNSTALEAvOW wils W/ SOUD SET ANCHORS & *1 SPACER AIL 12 1/2- O,C� " , ,W� " % i %s I I - FLOROA 8UR.DtNG CODE (NON 1419h Yefocity murlicaris Zone) ' I 167 'f I � _V20 TAITM Wc, 24 QhGE GALVANIZED 51111. STORM PANEL � V,A� MAWN ft I I � �Ikf . 0 - 1 GL084 PROTECTION PRODUCTS, Lm - Ornv/020 ,W, �, 411ba 51*1 ti slot.r, 7: �� WML R- 31i". , NOW- HFMHF0-4OFN #�- (W)OO-OW a 20 -175 it*" - - 11 4 � .5TlZzw11 I I I w4v ,O OF nt, ­1 � ------- -,---,---,-,"------,-'-"L---'--,----,,,-ANtNM (SEE SECTIONS &XIERNATIVIES ON SHEM 13, 14, is &I6)­--- ­­ -­---------­---­1 ---- f- -- WnAUAUQ&-RUNLS E9K I - ------------I 1 -L�S F �TY P�(-�) I i r MAx, R-IA/13� R-ZA/V% 9-504� R-19/j$. 9-29/1$� R-30/1A, 3- MAX, I - I 11 I ,' - ". I R-I'Aw/15, R:IW�15, R-uw/m R­18W/15� 9-20W/15� R-30W/ts. A, MIFF, � I ,IM-EOURED CONCRETE OR CONCRETE BLOCK STRUCTURE$ I MA&M_QM A � IN ftrq-I^4j 60rCC i I � I I If urftl.ki "AD DAtAlmr- D.m.,(��'­­ -1 I �--i I L ­AVt­iA&_Aj%p,_0j%QN­EREj$M RATING (u.s.f.jAh""i I ­­� - 1 � --------------- - 11111 11 1-1� - ,,-,--- -----------�-,---,"--,-L'-�-"-'�-'- - ---- ----- ­­ --'----'------ ir- - ­­­ ------ � le$ 'APO" ED 1/4-t -rApcol- a 1/4'0 IAPCQX­­ A -- I I I I I ........ ­ i­ P* "' " -JAMELIUJWALLATIONS INTO WOOD, STRUCTMM Of � , ANCHOR# 4' O,C� , �, i� --- , HW%1�11� I'm 4) (�) --- 1-1-1 - ---"--' I-,--- ---------- ­ SIM ON Wco 10 Nu SHEN M Fc­z, i - -MUMA, I I I I qw,11"Upoit, - -- 1� 0 � ; I CONCRETE KM -- . I` - i ­­ . � -, � � I 0 0 0 � 6 CONCRETE SLOOK V, i, CONORMT SOOCK "I CONCRETE ISLOC9 -noNr 6 0 � i 0, nk (VALIDONLY FOR PANELOiNsTm-LA , AS PER PiLTERNATTIFs 1W THRU 4W, ON SHEETS 6 & 7) 1 � 11 � Rmulim, Rw4mf � a REGIAPM, REQUIRED, -­ - m I � � ­-­---­-----------f -­-­-­­----­j I , � 11 1;� I � � S!-i 1 � - "`F� ---- - - 1 42 "I", 1­12, -1 - ----� !�, ---I 1, I I � - ­-7-.11 -- - , � "M � i i i I I . I I � I , I , :--02 f�ll 13 1 1 1 1 . I- ­-, 10 ` J ; 47, - � i - -11, � I i 1 F- 1 " - - - I I I � � �L�1, ; 'j- I ; ; - � � 1 1 1 1 I I i dd I � � I / i � 0 4, I I � ­ i,1/4- I APPLICIR-r APPALICASL I I � - H 9 � -E I I t/4, f a MAIDMUM MAK.A�S.D, MANIMUM ANCHORS SPACING FOR F-D, - AS SHOWN ON SHIM 6 * 7 t WAAum � I "/ MAk A.S-D motmum AKHOIHS SPAONG FOR EZ, - AS SHOWN ON SHEETS 6 A 7 1 1 1 i ; I I I ? � L�� Ck&­-,­­-- I ' , - DESIGN - - PANEL i i ,I ; i � If I I A -----,- I ­-.1--­111-i x ­-­1 DESIGN -­7 &Tzm 'PA'sti qjoQr,u 11 � � m I PRMWRE PRESSURE I � I 1 1 1 1 I � i I i � ; i All 1 1 ; - j - , i - - i I FANELMAIE PATINIG � TApCON PANELMAX PANEINATE WOW qLSWK O"I % -'� ... I i I I 1 1 1 i L � I I I E,6* , I I � RATING TARCON LAG SCREW --'It WOOD "WHO jJaNATION v L1% SCREW, - - i 0 y ! E101. � � I ; I ; I I I � I � I � ggg I "I I I I FEMAILE 0 (0,5,fc) -7-1 1 1 , , j i � I L, � ; i ; z ­ ON,' I t I � I I (v..'Al I - OF THEM 0%) FEMALE 11) ­ OF THEM IN,) � � �� � i ! - g * I i " t Or. � - I -- --i:E, --- I I - - - - - -- --- I i , � t � i i i 1 1 � k � i � lt� I M.E, 11 i I ­-� - , - - I I yl*zhil' ss, soc'm i 1 i ,�, � i 1 i ir"'? ad � f I ,77 - I 1 1 j I /- ,USE FDR PANEI. LENOTH', ' x � � MAX , I - - : I I i I "I , I 1 � i 13, w Ir 77 3 � 13, le A ", 13, It, A; i7) I I i 0 1 I . -, , A .,:,(!) A t ---- 1�: I 1 174 p . � I t - - , I - i � ; � j I I . - � PAWL Lm 1 �4 1 ­ 10 I I Al 1) I -­ -, ----- -�*-- , � � t i i , I I ( I '. -- -- --,I r- -- !, -(W-) � (D � � ,OVER 7'-6*) � j I � �r 13, is, --T.Az-­-1F-- Tw- -(WTmv) )!, ir ,;;, It; � I � t, � � � , � � , L A I � A' � i . � (14:11 1 � � I t ; � REGULAR Oma ; i � . A I I # I' In", I i it I'll, � t 14* 61/2- - ­ - , , i � I � 7 � A ; I B*-O* 0 +40a, -40,0 P.0, it t I i t ji, TION , , , - � ---- _Tp - --i-T - -iF- - -- - ---- -i�--­ 11 -1 - - I I i ; � I RANb- STORM I � t � � 11--SEPARATION it I k v*-*­2;Nr i ;3 2 ii� I/F 2* v0p) , , STORM 1 � -, i i (W/ DAERLAP 00 PANEL LENGTH SOLT -" I I --- 151 - i 1/2 4 T/ 4 Ali; ff 71-- a J2 - � . I � i , ) 0 A t- wat - ii`-- -)2 I - - --, �/-,V- 7:�T� ---i� ­II'r - -mm - Y-0, I i � -i-­ -171- - i I A" TO MASS, - ,�J- -­1 I/C tw�,) S`w ­­­ �� 7 L i - T - - - ;,-, 4---- ji� - - IZO. "' 1 EXISMW 10 CLASS. L�- -- unn"t, EXN%Tl- A-m.m"to ! I ; --- i-­ � �---�- - -- -- i -­ --------- ­ I I � . 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DESIGN LOADS & MAY, PANEL LENGTHS 1 , � �� ! I f � i I I � � i � i , � � I � � I I � i � � I r i i I a 1. i/f r" I I , � -1 � I I . � f --­­­A-­--J - 1� --J , I , 1- � PANEL -, - 1 --Mv I : tv,imine � ". 4 j 'i�ls 111J, - Z � � � ... 1--w -­�­k �­� I --k­-­­,.-,.,­-­,.-, ----,-, ­­ � .... ­­­­ I . vog . � � V I "ar J-­- A, - 10, 4w MOTION), - ,� L � " - - IS w 13, 1 - ir I I 1 " ! � ! � �,� � ! � I r �1 SA� g i � � i t. ,,, � 0 � � ! �,,;; � ­­1-44 t � ­­ 45) � � -=w Ir Is, �Nv (%mIow5 I I i I � � , I I I IS WHEN I �,�,� I , USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 USED, CORRESPONCHNG ONLY TO A-TERINAX 2w ON SHEET 6 D.m.,(�) ­­ L - � vp �1­1 �:, �c � i ��­ � r-- I � I t- I 1 � I L�1-11, 1� . � E,3 I, I I , I -, - I i I t i -,---- - ---- - , � � , - )�-­`--- I , -`� to - -1 ortg � �, - I I 1, , IN, I 5 1-11" -40-I&W., I - - - - 3/4 , � ----J­­1 -,­1,­--v - I,- � h, . - - � I t, t 7 ...... , " I wiNaIwit AT [ , , -­ 9XIERM I -WiNG NUT AT ", F, -- , 11 I pw� .�--36r--. I 1wail A i !1�wla LEFt P94CL RIGHT ININEL '. iwz, I t 1145FAUATIONS ONLAr V"'FUR WIND 1 '11­4� "I �­. n4 1- ii � � 11 LON, -1 11 R-IA/13, R-3A/ik -10, R-15113, R-26/13, R�39/14� A P TO 110 I mr.1t, I I � 114'11 I- 11 � , 4 TAROM - - � , A 4 TWAeaN - � � 11 I � I T, - I ANCH.= . i --W I --- !/4'* It Ae ; -01-1%wl/115, R-itkWjIS� R-3AW/16. R-low/1-5, N-20W/16, R-313W/16. � , - nat, . S, zz A$& OEM UDAD Mkv" PANEL I � :11C­­j I �C, OXI � , R 0 q* O'c' � 91 oz� � � � � i "---,�,----,-�---L--"---,-'----'� 1------A4HOp-% (SEE SECTORS A, ALIERIATIVER ON SHEET�t 13, Ik IS *16),---,,��----�-----,---,--,-� .... � � I U)WH - K , OR I - --'- ­F/itt MAX GAP EXISTING POOKED WNCREM OAR I CONCRETE OR � ENDOW POURED CONORM OP 1-1EXIStm POURED, CONCRETE 40 PSF OR LESS 6*-0, I- I ki-FL-$ �F�O �P� �VTI � (t) - T- �- ONCREIE OLOCI< REOVIRED, L-limmmo REQUIREDL ­MNOKETE 8=K ROW"Am. 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Pon to, LOES"'I'm 1WHATto -- ---- .* I ' v2pad it,. 24 GA" GALVANIZED SIM STORM PANEL Ov" W, ��, � Ink .- 1� I WON An, I m-i-I .1 I STATE Or ., Izz 24 GAGE GALVANIZED STEEL STORM PANEL WI.*4 W, 11 11 I - I 11 I--,,--- -� IF, w1H - I - I 1 * i - .- �c­, : --,-,;� "I 07/27/2020 -j!T!� aw Comm MAI FXW �,,�,.Vfl - 7:,L �,% .- -- - GLOBAL PROTECTION PRODUCTS. U.C. s 0 ASID'u, K 'T, �F O I 7L,I � =&. I--,-,'---- -,--- - - - - , GLOBAL PROTECTION PRODUCM LM ' ME UF 11. �L� IL Ecoluc. GLOBAL. PROTECTION PRODUCTS, L14 DATC =� -mosAFS1 SrAw &III- P0 THIS bomo"Off To w POSMIELE, '�7­ , 4WD slw� 5 *19011 ­ , ­ - ING A DIV, AAW� R. =I+ L , , : - - - F) - - m'".4 W. I - AM.. � - y DAW- r- 3"t* 1ACIIA'Swa War BC LOSS IMAN -,!IK­­--­ .... � o A, 20-175 ow $*� 151 smw SECTION A -A ww_ X`34. XCIAM SPACING OINARMILD USOM - XN, - bw 0`0-040.* . .1. Sk -p -I - -----,'AL --­­­--O!`-- I I E c 0 116c. OiTc " .1.10 -i7$ ­'Aiw IN& 4w)"s-AO? Q -7134s, rAk -1041 ,O,U�11' � 4�v --\ MAOW- I IN h 'FILL - � 441161 '� * 1 Wom � ." ON SIMLOW POOKE ANCHOR SPAO-W :2---- ,� r� � * . a il-- 20 1 1 *­­�-.'! 20-175 ­­­­2 2.19 .10 4m AS � � " f�tLAWNWlI.1w p"ONE, cps.iift-710`61 I",, 0140440�1707 SCALE )/41-11 J-1M ("'If" i "mm SPACNG 114"Tro FOR EACH 41 Al 00 'S'"Jeas W; - *Wv1w -mv - E� vAAWm � mr�" Typt 09 N'r. SOKNAt ­.­­-­-, - 2*­mr?,1r -===-4 1 tA-wwtg :.9::::�::::::: - Dg-v-ft� - ----- I Im MAL"SmAimmyOkIr --=-=A 1 4 v21 ­ !�� At,ft,a- RE ,w - , - - - *�� = -­J - '', I - I "I PAA L ,9 I AMAIN A �1, R5� 1 - - . I : L- . ­­ 1- "�- - � I - - I - - ,r ."'..", . L- -- HI-2-i ---- � = �­ . I I I -- --- . - -- - ----n - 11 ----- r-- -11 I NSTALLATION DETAILS FOR MFE SAFETY EAML 1-15- I INSTALLATION 0EjAtLS FOR LIFE SAFETY PANELn1 INSTALLATION DETAILS FOR LIFE SAF (T I I M­ PANU-( i MUM-0-ATIRU-cium I 11119-ENREQ-90-KRETIE -OR -9QKCREjLjIOQCK-MR99jVKM I -r­­ . -­­ ", 7��­-WN-r-, " -- 'ICTU. 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ANC40N 0 12 A k IffmLs 1/1 "I I , , � , � 'r � �/�VCFA.n7TF Pll:C k 1'�� � "/4'11 Att"AlE PLUS I , , - -- I i�-, � �� ", 11 i� I t , , I - - it - , � I AN= V...) . 2 - � I I I I I 11 SITASOVkIT) Wif VOLF0 , ,-, i I � h WD'U"REK) � j I � ',�� �",,',j -_ _V4'O TAPCON SOURED 1 �, ," z � i�-�' L, P � I , , .1 , t � , , � v Ir ` , .- I I I � I � I � " " � , � H ANC409 0 9' AC, � � � ­' k, � � � R 0 12 11r Ox� L � � - , , I I 11", I , t . � :� VAGRERVP W/ --,TUb 3 I I -,I 1� , � I 11 1� � : � -- I I � "m I ��­", � �1` - W000 WOOD i � , �-�, t­ i , 1 ,,,, �0 � � � 1�� i I � I I, " , - ` " � , , - I � , � , , I � � I � I -1 , 1 , I � L � I i i, I " - L � � � � � I IATE ', I ,., ; i � DO "�� " � , , I -- I , � 11 � I ­ " - ; , -1�0 � , - ­- I-, SEE SHEETS is AF AS m Awli'm NK a, IFIVIM OR _ -- Rfwftm � -D - - ; i ; � \ �f i � 1 � � � I L 1-1- -0; , , I I , , , -1 , , 't I , !1 � , � I i - , � Z-1, - � I , � I", ­1 Am, , ­,'', �'­�'," 1-1 ­ , , I -" '. , noulm "I ,� , z � I I , I I I � , , I � � 11 � � 043044ATONS INTIA I" -11 - �,-`,;--- - 1-1 L­­ I PRIAM WIAIR ="=A�tw W. - 1-1 v Aft INDICATED N 1"S SCHICOta,C, '" to� 'Its$ IF" � WDOX11g; ON SCOWULt RMUCC J140HOR SPAOINA OF N I I IDOOLO"t, "Alim SAK" ON -%ilEwle 6? THE I R-2q Aff NATIVE 110"w"Ot IFAVOM FOR IN * OPERAMOR it, K POSSIBLE, AL11"AuvL-t7-4ft r -R=20 � IS KWDE0 SpAplik; OWFAOWD 118W. PACTOR SIALL Not BE 'a US4 _ no' MHWOM SAAOWA WOKATOD MR ILI-- W-40W "'O 4MIM4, 1 "irm, uff EL t2m PANELS "tt'"04INN"O I .TIRE ON INS $44RAUS * K 0, I oe�� �k T144/ �4, . ,,,',m�� ouffil" MONNI"m WALL-MMEM X&4�� / 11 Alex 'PI "­�­, ,,�;�hl, , ­1111 - I-- .. I , !4;7 ��,,�';�AEN4�%59 - -­ , - -Nvll,..,.k., I to 16�* SCALE 1/8� I' , . I AW"M '.. . 1-,�;;��., I"m ,/ % I I ScAke.11IS-1- /-,� � �. ! I ­.,� 3 1 - rT 11 CODE (Non High V610DRY Nwrticans Zone) - -�v �... , '. I E (Non NIj;h YAtiocify HMErkatis Zone) I �, .. 1� �. Wi- .1'. 1p',;�- , S,3 , , . "IF ,,�CENS FLORIDA BUILDING , . FLORIDA BUILDING coo ' ' All � � -0 4* - " * 1; i ,S� EN I z FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 4 , - - - -- . �, JH� AA14'7 �, . i �-- I - -----] - = .1 No� 44167 � -, I I - - z I -- ­1 - L - ---- I *: , �V----­­j f--­ iet� 6= , 24 GAGE GALVAMUIM STEEL STORM PANEL ,�L r 24 GAGE GALVANIZED STEEL STORM PANEL I - . , CK i PIP00 nwo% m Flf� . � , om lwu= 1w, ,;�.�..-- 1-�­;; I I I F i .44167 . , STEEL ST0fX PANEL z �' � z . 12�011) - ---L,- - it I I -� "DIAXTE'A � 24 "" GALVANIZED I A, INSTALLATION ARE ONLY VAM FOR A,S,ot DESIGN . � - ' - ".I n.,#. %** w 5 11 * .*i ORION I W. s . � A, -X - DRAW W, � J, SIAIT Of i)IC z I Pmwtti In, SKMII ; 1,�C�-., STATE C�- ;--',,,k-J ­­-- I I - s Air ". . - ­1 - I 1, fNSTALLXTON ARE ONLY VALID FOR W,X, A-5.0, ---,\ - 00" 91 ok - - * �V_ - 1� , , '� "t I - 1� - � GLOBAL PROTECTION PRODUCTS, LLO. '"I DESIGN PRESSURE RATINOS (pAJ) AND PANEL -%- �,�,.Op;e,- -;�-- / 111LIFECO. .1 \ GLOW PROTECTION PRODUCTS, , 0, 1� - , I Ecol SAL PROTECTION PRODUCTS. tic. 1QkTL1 PER ELEVATION ON Iz 11� * f�=i--,-----, f 4� - . 1AIR, I AHS AS PER ELEVAMN ON SHUT IZ w u-C-L71t1;,1-1- , ��f�� �� 1 " ILI k -%� � IATE - -., �' 5 - _ ­ � PRESSURE RATINGS (p --n!�-- Fix, - "IoRtow Nc� S4ffi) AND PANEL LENGIHS AS / JILIFECOm LENC � - "I � .­­2-1� � I 'Our igm A mium"a am 4x 6, Slim ­­-­ ... 1� I - A/�-­­ -- - ­ , ­­ ,r v - -', AS" 4%,rrjtN:T I I I - 2� FOR NEW wom FRAME CONSTRUCTION- WOOD Ilk '. � 0 ORM " ; P "m "I f1l STROM 2G-175 rvm KJ,w Wet u rr(.Mt `,­�lmvllmjl`� ffvv. ;Osr/., M2.1 TMM­NM, """'AMA , - � i -Iellz,!P�t4�1 1miJT lcwr" 4 - 41 AI. : Wc FL �m 20-47S � V,194RERS 70 BE SOUTHERN PiNE No t W/ SPECIFIC 1 40� Fw- 054IM-am MEMBERS TO BE SOUTHERN PINE No 2, W/ SPEOFIC tiOW­RH,j 1 20-17S ---­­'---2 - 11 ,,�,i6�xci* / - Fitq.� ivs."�n",, VAX, I I 1 4�E" ,)=,L 0114 2� �1­ k� ,,4�,,.> i P"A -011.44=0* T�- - NZ111" F/ E�� n-'001 �� 1� , --ig (06056"707 - , , WOW, In ---," � ftbw� OF-4 , "'I * -­­---3�­----- --!�O!­ ­­ I" I "'Ank- I I - � ONHOMI tFi, DENSITY OF 0,65 OR EQUAL. I � , ,�,. %,,*�'- ­- Ok-001714 '�C*41 A ---K-.­7­- - ONWoo HA; DENSITY OF 0.65 OR EQUAL, ,�' - I , 1 &*-W"74 - . - . -.- "� 'm MFAL/N"nMVDA7T �Q . P L w-ALAO'Am"n 'k A" -----�-�41 - PC - . p1t minor 14 O;, IW L I � .4'a - ----mm= I I Jm A, L A ---- - � ----- - 1 f i I I'll, Of to ZZ167 -- - IL -1 OF-- -11 I� - 11 . ­­­1. 11. 4-1 - k :�� L-- -- -- - �� I - I I I I - --I mi cn ,*, " a) W (D _C -6--j 4­0 U) =) cu > 0 " cn 0L 0- < (D -6-0 C =3 -0 m 0 6- 0 (1) " C/) m L. cn :3 Lu "5 < z z < .-i a- ' SHEET NO. SH 1.4 rxxf Is LZ1 1irj18 _ _____ ANCHORS (SEE. SECTION EZi & ALFERNATiVE £iIW Ott SHEETIs)---- I. MIT, i11'9 (SEE WE 2).)NOTE 2) D F,ECH 4LUMINUw DF _ ;--'--' _ `#'-�'--1. i •.. '_'"�6P flit tr2't'f'��HC a7,11 _. ' �T PANEIG TO BE IMSiAI,LED AT EACH OREFdING S*AAU ALwA?5 3E PROVIDED wf REAR. FrANO1z TD FACJUTA lNSTALIATLUrd EF INTENOE['TD 9E WSTRI:,.ED FROM NSiDE OF STRUCTURE,4 j#:2'`! {t •. i*Ari€L. CI s i. # I L _L I d -!.t .,.._ .i tic ... .._.d.t={a, ,) - ' N „" l v r r r Y I -- x r r T'-. T -E r E i i '! r oT i j (Eiskl PAf U:E} s 4 I (INTERIOR PAN,,6 (INTERIOR PANIL.i 1 i (N'rTEROR PANEL) I (ENO PANEL) ;. � Max. SEE NOTES .1 ! I l' C I t !4 i { i , ? ; (: t [ f ! SF. NOTES 2i 3. 'j9j I t) LiFFFhiTHiN 4 yea . E 2 NAND 5?t]iEhi PANE_ SYSTEM CDNSiSTLNL. Of rANE1- x Otitst. MAGKS TOP & BOTTOM, (2). END PANELS SiiALI Attu � TIE CsiNNEt LED TO 90"OM THAC 14 OTIHE1 VISE A STOP ia.4N S.`,fiAL! 6£ rifi+ ADED AT TOP OF SUCH PANEL ENST # PAIR s. . a i jj{ ..#e - -.., . M "L:f" 4f]A P:a,f- I f� I 1� I t E 4� F, '' �r I f '[ (s). P _Nra vs>tsL� ,BIT& _uNraE�~TTEEF Tr, s�aTcNn vRA�w. r:uNrr_c ION _.__. , SNAL., CON$i or i n R 2OX3 4 M,S" Yl 7l D 00132 W rIC I I I r t t r I 3I k • TH ' T "€I, "..tFt : } - • t I i ..,. a6LrED L*At4EL5 Y± ,<da ?Epl; / s i` f ( 1 I t ? L i ' I S9.. BOLTS W/ a ES, +s°.'r.^rtAP E5EE SECTONS AS AP-Ir-ABLEI L L A"az k" INTO TAPPED BOTTOM N K, J .j MA _ERS Ev. AH ED TWO TRACK, Lv�AT1€7N Oi v;�5?FNERS !$ati BE .A'F FATHER OF ; ddO EXTERIOR FLAT : ,A CE__, OF END PANEL,.. sox { OF 'L, (4 )ITRACK5E IHAT END D BOTTOM PBAR rS ARE TOP) { E } ( ? {mot k lL�I _±,jj i ` I -.i ATCTLO IS ONLYNOT (I.. A STOP USED AT LEASTTWO PANELS SHALL tii C01PNECTED TO BOTTOM tRACx USING SPEC$ INDICATED ON NGT- F3) ABOVE, 44 SUCH CASE 9F LL 'j-L'! LJJ_LL.J T.?'_ i�i 3 ! ; ! I 4✓-(�i-?•-i i +I '1Lt_�-.f,._:_' L.-IJ3,! L_JJ_L1_J,JJ.d!..IJJ.._� .LJJS.F-._.S__._-----.� L'{3NNEC.iIOtd PANELS "I f3,-I'M .�vaG.i MA. OCCUR AT ANY PANEL La"..�TIpN. j 3 t,Pn. ID SEE NOTE + 3" Max. is ISET t xN». idaTE - - `f LN .AGLATfONS ONLY VALID FOR WIND ^aP;iil NOTE 3 „7) -______-(SEE ;. mCNORS SET70. EZI 7x ALTERNA71VE EZIW ON SPELT 19) S"' TD ;7r<7 m.p h, LZI/18, LZfW/18 TYPICAL ELEVATION FOB' R C E-Z IAA Ia STORM PANEL 'I T `) (� ,,, MO GW x.Bnr"(Lair :n�Rtr.P Ira KAY. ff SECTION A -A � i ttt{1tIHtfMfIrF1IJ SCALE 3/32-1` v'A- 7iL�r Tr �"E' met EN - " -.._- FLORIDA BItiLDING CODE Non High valocit HurrtDone 2vne): -- iJ,,( '.. 446 azoxo IDJT,63, roe::, T-P, 24 GAGE GALVANIZED STEEL STORM PANEL I4467 StAfE O TTC� O Pane. \ GLOBAL PROTECTION PRODUCTS, LLC. C g.'il '. �',. -`S / � ,..,• g.., S'^f � TiW.ir TiSnND FautCN ,^. LDP T. MY.0 TL S73i4Er m,rav:. >_re. 20-1?5 A sae "'axrv'.:.-Tsff.. rA*: ssf r+�anl - 5vcvw.; 1]"kk . Ian. : (iFt1 , jEEF r j6a fiat N-� �LT.., `"",,••, if "-C4-QTI � �c'MeW n+a: Nub r Df9:MNfi de. �. fA sa'twnwr wK t nP twiay. _ stdinHNlBNa... '�'SE Yt,W.ti GN A 51LUY J.., r*E N �,_-_.,. AiFFPi KP BF fd ENGINEERING Is ENGINEEPING Page 2 of­2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels ENGINEERING EXPRESS* PRODUCT EVALUATION REPORTNo 33% increase in allowable stress has been used inthe design of this product. Separation from glazing is not required for installations :outside of wind zone 4 and essential facilities. September IS, 2020 Impact Resistance: Application Number, 7 09 - R2 .1 t,,� EX Project Number 2041543 Ea a tinpani Resistance has been demonstrated � evidenced inpreviously Nsfad lost o od $ ,arid is aDDuoiueci for in the engineering design of this Product Product Manufacturer All American Shudters'and Glass ManutacturarAddress,, 1540 Donne Road Wind LoadResistance Wes palm Ba , FL33409 West i Beach, This product has been designed to resist wind loads as indicated In the span svhadula(s) on the respeutive Product Evaluation Document (i.e. engineering drawing). Product Name S.Description: 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Installaffon This product shall be installed in strict compliance With its respective Product Evaluation Document fie, argineoring drawing), along with all components noted therein. Scope of Evaluation.` Product components shall be of the material specified In that product's respective Product Evaluation This Product Evaluativn Report is being issued in accordance with the requ'uamanls of the Florida Document lie a ineenn drawing). n ( n9 9 9) Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 6 -: G -3 5 F o statewide acce - ce er ethod 1 he duct noted above ties been 81 20 . 0 ,A.C, forn M d, 7 a ,acceptance P () Ina Limitations & Conditions of Use: tested ondlor evaluated as summarized herein to slroW compliance with the Florida Building Code - Seventh Edition (2020) and is, for the purpose Intanded, at least equivalent to that required by the Code. Use of this product shalt be in strict accordance with the respective Product Evaluation Document (Le, fife -evaluation Ofthis pruductshafi be required following porhnent Florida Building Coda modifications or eogmsering thawing) as noted herein. revisions. All supporting host structures shall be designed to resist all superimposed loads and shall be GIB aiadanel 11sted !n this product's respective anchor schodutle, Hoststruature conditions which are not accbunled for: Substantiating Date. gre, product's respective anchor schedule shall be designed for on a slte-specffic basis by a registered professional engineer. professional . PRODUCT PRODUCT EVALUATION DOCUMENT-$ All components which are permanently installed shallbe protected againstcorrosion, contamination, and EX drawing *20-31543 $tied 114ga Galvanized Steel Storm Panels (HVHZ & Non-HVHZ)",.sheets 1-5, other such damage at Alt times. prepared by Engineering Exp ess, signed & sealed by Frank gelm"O. P.E. is an Integral part of this This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ): Evaluation Report- + TESTREPORTS Respectfully, Uniform static structural performance has been tested in accordance with TAS 2D2 test standards per test repon(s) *BT-ASG17-001 by Blackwater Testing, Inc, Largemissile impact resistance and cyclic loading performance has been tested in accordance With TAS - 201 and TAS 203 test standards per test report(s) #BT-ASG-17-001 by Blackwater Testing, Inc. STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the itiodual hosed on comparative and/or rational analysis to qualify thefollowing design critaaa: 1, Maximum Allowable Spans- 2. Minimum Allowable Spares Frank flennardtt. LPL: 3. Minimum Glass Separation ENGINEERING EXPf2E5S 4. Anchor Spacing 4PE0046549_f Con, Auth, 9885 160 SW 12''" Av€NEE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 160 SW 12- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA. 33442 (954) 354.0660 1 (866) 396-9999 (954) 354 0660 1 ('866) 396-9999 TEAMCt_OENoiNEERPNGEx PRESs.cwi TEAM CO ENGINEERINGEx PR£55, COM EN :IN EERtNG EXPR E65.CDM ENGt NF£rfINGE%PRESs.CDM rib} Ctl - P 101 +J ttk Il -mil- CI I}/`FiCN h• � _` w ' R 1 PxJ P,'nk FI"Eg T F :: / sa e N r UC{� Ili O- l \ I M - . 4 T°P 11 9 Q in . uy ps 1 is n8 {J; �S 7fe •r><^i n rt. I N 4 , ex' Y' ` z m all Ei a 1. T .Tr L'i. i s: Na as rya !, a I � - H' _ y 2 �W m. n E r m' iu A' L '-1i •-r+tAF p' i S I 0 i I- L:- WU"-IN i= , AL _aria _ editD❑u .- D_, . , K. ..}}.. P O I h ., N UPlTite Ext .USIdNS' a. r14t.t 11Y.. 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Ti'4'TT/ AT ,G Rle3EYN• E OPadNALr❑P aJTFDM:CIO6URE ➢ErAR tl ' •- '�'. 1 h &ti U+ EF'P lJI1:Mtf' - am t _' nr ih d St t rE-in+a,- ' n Ir"r .ma: uE . l.lc-ure �.f 't' 4R+a.x/Inlitu Hia tll sHdlafd INSTALLATION DETAILS FOR SERJU 2 --Z HANG U-ORM1 INIQ POUREDO C T O BLgqK AND WOODSTRUCTURES __ i5fi5T5^PG POURED ,� -^` ttt ` NCRETE OR _.,"• 4 14"a TAPCON CaNCRCTE BLOCK .,' 4, ANCHOR D 12, OC, REQUIRED. II - t J t b'a TApCDN i / ,/- _.�Jf w000 HEADER i i - 74.1' HEX HEAD TEE{ "•" eaxi" HEX HEAD TE( ,y- .-� f �- __ FFh��}--��� t{ -- FROM ANCHOR D 12" D.G SCREW D REQUIRED EDGE OF t fii IEEVi#r4." FROM -90 li fi xr/ 11 M&t 1" ie - PJ?f SAa [B,- ifi. BWAAF '' AE EA.'d{syaAr IL t` EI`,ti. ! tf?"` �n�' ,...�., .... ..-.•�" ,/&` - dt"^SEPAf4ATIaN P r 4` Min EJBSiiNG HI TD C34ai5. S 'i 3Ja B"n gig,"­-SEEPAR RION �• I18'0 , ALUMINUM T°Off' 4 6iASS.. ALUMINUM POP R ''••-" RNET tt I .._t 1�S River .. Tf4•P-Smf`Qil_.. _._ 8'_X,, pL r + B•_n• uAx I ss. ixurs w i Max. u t+".-m,• __ ems__ ._.___ .. '__.I.._., __.._____. ._.. _.__-i #' PANEL LENGTH PAN-, LEAit'}N AT � t?5 w 11 a� f j Q s• lift. " I I 9--<mPARAT+ON i ,-y�� 11 1" Min- I ..._1I4"n-2Gz2• . TO 50�GLASS-f -(^✓ " 10 Q'tASSn THUMBSCREW n`F 'L{ b }r4 a-20xz" DF 1" i -THUMBSCREW R ! t i € D l xv,, t j2 1)4-0 TAPCON ANCHOR - r D 12' Mc, L T/4 P TAPCON y"'✓p55```r E%uk9NG VLfURED J 2 i' WOOD ANCHOR D 42" OD �' """�LINGIYEIE DH '"-1 ,t `TiUT[ CONCRETE BLOCK WALL MOUNTING SECTION LZI ALTERWIV,__„ E�EZIW SCALE 3/8.-;" SCALE 3/8=1' A.,T1GL/f7I Am i. r FLORIDA BUILDING CODE Nan High Velocity Hurricane 10rsa) tlRTE,I`f #. #PIN. PANEi LENGTH 0. 441 =¢1, Ate, tide. ' 24 GAGE GALVANIZED STEEL 570Rti PANEL j 1, INSTALLATION ARE ONLY VALID FOR MAX. A§.D- D£510N �1. tPRESS,tRE RATING +f- 40.0 Rs I, AND 6`-0` MAX TFi-{:: (} "`�, PANE. LENGTH, =- = (L E C G AND, GLOBAL PROTECTION PRODUCTS, LLC. 7r r�1N 2. FOR NEW WOOD FRAME CONSTRUC,ION: WOOD y�t?{{. 1.I�Fi1(i A,�-gam T{�„rr stlrtc a ¢rrAiRLtNiNo COMPANY +ltdu 5.' bt ativH.�s .. . _.,._ 20-t75 sawsys n :axfr. E.. s'c;. rm '."" �xi'�, MEMBERS TO BE SOUTHERN PINE NO 2, wf SPECIFIC e« I � P ✓' � sa. (En Yn+i'Ni FHAkgEI {JSli4RY-']YafS, 0.: tYV4..bR"S: - f u �j 1� i ) O NSITY OF M55 OR EQUAL, dtrNryiP€ttP 'cfNtt/P1ATE C3 It6 f<- rot. rya [sv o wA1rrR :i, {ixiii ar.; Pk AidI=T fA Tpi Vd cA u� Obi. T n 1 ALL AMERICAN SHU17ERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED IPEI;P, 16 PANEI SPAN). - TOP MOUNT O T OON N M ( TIP yQ) RE 'p : ._ SECTTYP,IONS VERTICAL MOUNT ELEVATION 2 (NOTCHED PANELS 1 - N:T.S, ELEVATION'.. ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: { _G iS 2Jv .4 GA EPANE :t'AiV �>Lf•itUULt NU I t5: I- ENTER SPAN SCHEDULES WITH NEGATIVE OESrGN LOAD $ PANEL FASTENER. SPACING TO t]ETERMFINE I MAXIMUM ABLE PANEL SPAr.. SC» DULE IS ACCEPTABLE FOR WITH POSITIVE LOADS LESS IRAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2, 'PANEL FASTENERS ARE STUDS USED IN C01,0 #NCRON: WITH ALL MOUNTING EXTRUSIONS (°F'^.i'AACM. SIVDDEO ANGLE. M ). USE &.5' OX PANEL FASTENER SPACING TABLE VALUES FOR ALL `H'- AND'IX-rl4EADERS (LNfLUAING BUILD OUT CC4NOTTIQN82 S. LINEAR tNT'ERADLATLON BETWEEN LOADS 15. "ACCEPTAKEE OTHEAVOSEE U E NM HIGHER WAD. VAR" al;h$P' � MAXIMUM ALL °in DESIGN PRESSURES: 5 AS NOTED IN RESIGN DESIGN NOTES: SCHEDULES POSIT 11 ANb NEGATIVE:DESION PRE55l1RE5 CALCU LATED FOR -USE V#ITH TFLSS SYSTEM"SHALL B€DETERMINED-RER: SEA T E GI L GIN ACCORDANCE WITH THE P rtA E N, N2ER N A E t H H 4 G M G OD - FEE U E' OVER N C E PR SU R LR EMTS AS yE p TE II EQ ALICOESANDE v TH E SH 7 AND CHAPT A DE Rr71N AD t E IN 16 9 OF THE FLDRIOA eUiLTY NG ODE 5 8E LE 5' 0 I G HAL $ I Bl t i3 x ✓m i -THA,N OR E�UA470 THE PfY` LnV ORNE,GATTVE DIIk9IGN tViW u� qNi ➢RE'S URE.fi4PAMTi`VALUES LISTEDIHSABIN FORANY Y• A5SE at AS 5H64VN - O r GENERAL NOTES: - �W �a m T [ CP CA E_... N A. 1 DA ECIFI H PE11113EEtar SrGNIDA D ALL BEF BR1C T®IN ACOQRDANCE iNTRI THE. EQVIREPIEN7S OF TNE'FLOBiDA.BUILD7ANG000E SEVENTH EDtA MEIDEAND OU'IS"B OF IM04VH2, P-cii TA52Df,'MIND BIX!%r PROTIX0L5. CCN1TRACTAR SHALL INVESr'tGATE TOAILLOTMORIIS AND CONFORM Tq &LL tA4AL BUILDING CODE AMENDMENTS WHICH MAY - APpLY, 'oe+sIyN CR37ERIA BEYOND AS STATED HEREIN MAY REQUIRE ADDIT10nAL SITE-5PEC711C SEALED ENGINEERING. 2 NO 32_L/3R`„INCRBASF 1NALLOWABLE STRES&KAS BEEN USED IN THE bESrat OF THISSYSTEM, 3. THEARCTIITEC TIM.I.EER OF RECORD FOR THEPROIECT SUPERSTRUCTUREiiiITH WHICH THIS Q.14 is USED $ItA1L BE RESPONSIBLE FORTHE INTEGRITY OF ALk$UPPDRTIN6 SVRPACES70 THIS DESIGN WHICH #n SHALL, BE{ODRDINPTED BI'TFLE PERMTTrING CONTRACTOR, 4 SE APATE'Sr71` €[ffIC SEALEG:E GIN EE ➢'. SHALL eE - ➢IRrV Ri ORDER Ta DEVfATE✓R1 LDdF9 nEpffCTIONS, OR,BPAN$CQHTYttt{ ED- -i. }+ F : HEREIN zfoNTACTTHFS ENGINEE�F00.li LL'ERHATE SPAN CALCULATIONS A5En R O N'MAXIM UM TESTED . ALTERATIofrS AGDrTib)J s. OR D"THE{A MARKINGS TO THIS Datu MENT tE NOT PERMITFED ANtl tnVAl DATE THIe CERTIFi CATIbN PANELSSRALLBE PERMkN ENTLYLABELED^1Y,iFH )f MINIMUM Or',r,L}I:ABEL,�@ R EVERY 1.1 FEET CnIVTATNIN6THEEOLLV}5V{ryG3NFPRMAlT.N, - ALLAMERSCAa SHNTERS dUO GlA9S WEST PALM BEACH, FL " Tk52Uh1As AEAT'R2,4 FEtlRIDA PROD T'APPRDUAL NUMBER � : Nj 41YINNII'RagN&111NalOfE EI 8„-,�f� N € 20-31.943 �` VISIT ECALfi�,if7/31613 $t.,P-�,J, FrR9 I C MITT e16INE9iW6EYPR�aCD1ABT015E � 'FUR'AWrzbrWLYLhnS �P6RIS:a FES$XFfCR [i dull MINIMUM ALLOWABLE SPAN SCHEDULE r z�r In a u• �p _ P a4e of _ �� P , d.1%r Header 0° D" iY BY 2r 25" 22" 24" 0" : 2a` 2T 26' 2 1r M �.B a .ad. 0" 0' ff 23 24- TS'�' 2,Y 0- 24" 20" 2a" � 5 2x & Stwd 23^ �"' <3' iT OO" 3 i" ti "a0' ST' SrY i 1" '+0" 13 a❑Ikbu1 `F TIadL. 24" 2C 24' 39 4W W 29' AV' 24' Aa° 3If' ST' O SWd. 9'1N411MWIM 1 12" 2 2" 22". it' 2B" DNaci Mount 4" 24" 5 . - 34" Aft SW 2O' aD I I T 29" 24" 2T 18" D 2 4" ?3" 28 m BWd Ah {SIlJ N :S' 25" Y-?"` :11' 3tl" S4"'. {t" 9 30" E3" T ck B 2 B' :13" 53" 5 S 8 5a' -,e, 53 13 5N". f kT M Id"' NGi I � Sa ai N � TA £� +4C F11Cv'Ir nr, r aT rur iwc sus a a xL to .x Tt m❑E M3Tes IN ru ee . Nrn` atxEr+rAULs Y D Ea 1 h,A a . ND 6Ei`APh rn+ RD ta1Jm^14 ,P!$bllk wnEJJ VNrEIf iG 11'SGP8zTP4 NqN TOdOrENz KIP 2EaS. S04 4 NI-C,@VE Ilot cIOE.AFA6 wTr, :Nt ND' r USED >vih &lRDD1lb MnVNYG IlNd7Ia' M4INEN A tlNP*CD e_4556WitD E00EAlt r ;xu+D B+(nn"oYo4 Fc£A?:reI4V6 u Sd,S" PR 2N D c.. i, a 5 MAN @d. M` MSN M U Nf ^H i € a Bfi NAp TpP K G"f ilOSU FS MA 4NET, 8 N 1MU fii $.t, n DTA1L'ft` Uilh ANYPr4v ,rh ', tT@N 5!CXVN 'f i1#??E WW34iiS Daet{t. G IP�ar P }, iri M1 b �'+V L A - - g GLASS SEPARATION NOTES:. £ T ENTER .SPAN 51-MEOU4E WITH POSITIVE DESIGN LOAD TO DETERMINE N MINIMUM AL.ALLOWABLE SEPARATION FROM THE OPENING TtBEPROTECTED _ � 2. SCHED#!LE [S P.E•IQUPREP FOR USE WITH POSITIVE LOADS ONLY 3Di tfAS,'arr INTERPOLATION BETVfEETI LOADS IS ACCEPTABLE. OTHERWL:E USE NE3rTHPAa ".riER: rrllr.NN YYI>E as LOAD P-ay❑� u 3. PM INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL T _ WINDZONES THR N +}E ARA`I N 1=ACLiTtt� IN AS-i-N WIN{lUG _ f v"T_AAS55EP D SCHEDULE 1.5 NOT REgUIRE3 AND NO MINIMUM SEPARATION FROM IVE PROTECTED OPENING IS REOUIREO. 4 L OPTIONAL INTERIOR FASTENING DETAIL N:T,a, Exrsrin< ucua von �, OPTIONAL EGRESS PANEL DETAIL ER R FASTENING rRrns➢ol°6niN sees s09.4 H'3.259"09 0�. 2,250'...-I-Od@Q:;i, 9 . :4 A.- , pp Q G ;n' TYP. .1 - .� : gg 3 t« ti:.. � TYP - S 1tl �.pp �_O7 {I:094^ FT-- D2N ,,,n. ri �L330a5GN L2000 -1 Y ._ PQ -.DDQ-.I-z,DIQl �.:aotr�^ I-- -! 3:dQao !- x :. .. ANDLE PAN C1tr5URE. a w':1 Y^J 3.360. MAX.. Jl 0. 1 .37fi - " ., -• 5 S 5 r. F12.500'"PANEL COVERAGE--� %I 4.179" '.d55" O.f9� 00555" p 190'-'INS .0655" Q,SB6", 441a`llfl� La47", - 9- �'. .14.875° PANELIiNGT $ n '- n DEG', l-�:545,,. � 4.9 aY50"I�OCaECTtDfI A0,090° 0.090' TTI� I � `TYP I' TYP. J•r 2.POQ;lO_9vi:.215'RD t3S in D,D9O'• 0.7U0" D,957" E BUILD -OUT d1T 'i' 1AACK T ' ACx- N •Er P' 'IRACN. _q "G"'1RACK � w7.5MERE❑ ❑NUT 1 KEYHOLE R �1 r Min, LD _ 0 313" a 376" a.45655" L� Q k.-_:+S,tt ,:u..}P. 0.19D"�Ilj�. 23' 1 'sar^enF ,^ nr ti Z err G f 1.. _ Pt fl ION � "'_ •ram' eiR ,}rw ItJJ11 •. � u :_Lten ��--3.DLO" - fI,iZS' "^-_._ rm ne. � �, a `�, . ReJERSEe: r ss Ti^P -K q, Ly ,cA' F' ANGLE `RI ADK IF]iFNOFDS g. II vrs��al { k Pin; x,p. (!} ' OV'ERL4P [L.Yf i[.• Fy� g 4s' MAX: MAXMAX.. ?,\ coRNLnCtDSURE 6EYAIL Y.:_ d' ` T b f-2s'•MAX, q MAX. ni Frn: ti:T-,'-->•1; «aa<rrr � CC. - 'a BUILD -OUT %� r �r.�N rx W z' T J P E Fr tSTR NC r 11 1 yll t x fl l f C. I.QPDa .c dl Itr !', I+ e L IBED - -. , ` 1 iOOP" c' OVERLAP 'soul xl 3820" M'AX ~ �' /y mi+111 (11 H{MIN <.I tIS JkF Ili.Alt gg EE i ri e• , �,. 21" MAX 1. F F �' Qkk3p9 MIN, E » qa 1+1 MAX t-s Ile --I tow I^.':F.st d c F P'. sTT Jm,re• 15afa ':CLOSURE D ail ., spM,.• J N t Y ,>T P N' H �,. i; •. r T y„} T2IF HPUPIT CIASUREDEIJSL F .. [x ;-rt T^=r' ' JJJ�W� ���..44 fx•w�.. Y a - _ - OO PRVIIPE 20-31$43 a ANCHOR SPACING SCHEDULE:. 24 GAUGE PANELS, PANEL FASTENERS' 9 I25 O.0 SOMENEEMMMEMM - e.rl� Nam Map ;r .. ya ' !�. 1. •ME 1W WH EKWfflffl ® I= MR' man ffi�fflffiffl 314r EDGE 01STANCE -r �r. - I, MAL NESiGIi.. ANC OR H PRESSURE - TTPP PSF ',YAPI IIP Ia o'-II• 41rAHlli, Ill n-11* 4J±aH1JP I{>InL,lir.. --.CDNN OY C NTYPE 3 C2- fl C4 C YN TTPE D E'1 Ca. C3 CA TYVE Ci (S C3.- -Cn:.. 1/1 T HED- EM 33 ". I A1141:ItYW 41 46 52. Ta L2s tb,0'16o sa'Y 12.s 16c LbO" r5, 12 s' 16a 7ee 2 S fi 160 ➢ 88 12.5 b d 15➢' 61 I2S` ❑ ]4 P" •fi ❑". 12.5' la`D 160 t SA 12.F.160 i47" 5 12,5'° 360 14.7,' 60-'• i16" t2,5 15 ❑ 36D" ❑" a 1 69 $. ❑' 1 26 1:5 ; i 60 160 1 4.7" E➢ 147" 6❑ 125" Y25" l.t]"1 .T^ li➢" 5 + 16.Il ]+7'.00" ❑ "Sri x 11J2' CriDCD,- 3 3 410pDHeREN 41 48 52 :14 12 L 2 5 i Ica, 160 Q id,l 12:5 1.6 9 La B Y" 12, 5'" e, D 10,8' S2"' L25 SE.D 1;1 8Y 125 160 8'7"' 55 12 S' Sb.e' e7" S4''' L25' 5 L2e5 1 12 6,P e ayk'iL a 16 D' 9 6" 7D 5' 5.6 ` 125 1.5 %' Sd:5 160 16❑ ip d m" 5 S a" B.. 96 .g 6". 5 K° 125' G' d24" - ]fig 9, 5.6" 6 I.-b. 18k 9,'B" 5,U":. 4 I-VO CPIBCD: lr d 3D TA�PLC- P 41 Uri 'T 51 72 125' i$,O :iESQ ' 12,5 160 11.5'. 12,51 ]60"1e2 D.2': 1516 138 125 169 52" 125" 16,) i..LA" 125 YbQ $L': 12 5 t1v, 1fi 0' 30 5 IE❑' Qj! 12:5 1 :5 160 160 $1" T25` 166 Y`^•. 7116-*Sj ENDED 33 ' :11 AS"ti 41 All Ft II ih Hii "OpD Ei "Ia 4B Fp�..pY7RRyyNN i2- k!'fA1RR'. T2 : LLS' !AcY -:86° 73 12:5 15S 60' 51" 25" 1. JOD' '7D' S.9. 12.5 # 125' 4 .D" 41" 'a.2t S 4 -..A.. 124 15 d' S 3' S 0" 6,25 12 3" 4,7" 9 D' 6.a5" t S " Id2 55 4i r S bR 12 3 4:7 " -i D P _5 E> ` 12.3 r 4 4-❑' 5 6 a . 1 3' z eF.4" 4 n b.230' ]2.d" 4.7'N ❑" NOTES: ANCHOR N : O 5 12 ANCHOR SCHEDULE .APPLIES To ALLPRODUCTS CER IFIEDHEREIN, ERES N BUT ONLY PROVIDES ID EDS MAXIMUM ALLOWABLE ANCHOR SPACINGMAXIMUM AL OWADLE5PAN5AND PRESSURES INDEICSAI GT tEdD IN SPAN SHALL APPLY ENTER-ANCH095CHEDULE BASEDXJ PANEL FASTENER SPACING, THE EXISTIWGST UCrU E MATERIAL, ARTYPEESTLEANDGE11 LOADGREATER THAN OREQUALTONEGATIVE SHANDSETLOAD ON FUSPIN THAN ORE UAL TO SHUTTER SFAMSELECT CONNECTION TYPE B,A5ED ON APRMPRIATF MOUNTING CONDITION (SEE MOUNTING DETJilL$-L1N SHE T FO E fIC IO CONN • 'IO TYPE r' E 2 RIP 3 "PANEL FASTENERS- T,ARE O5TFUD5 USE 'bi NN LOWUY NCrION WTTH,ALL MOUNTINGEXTRUS IONS F'-TRACK sTUOPHED ANGLE ETC 25"ZC PANEL FA ENE SPAfl GTABLEV LUES FOR ALL'H AND UE D (SALCLUDIN BUILDOUT-C ND DIONS) h ANCHORS SHALBE INSTALLED . IN AOCOFIDANCE'WLrH �MP,NUF§L�Fi RERt RECOMMENDATIONS, 10 WHERE ANCHO S FASTEN TONARROW FACE OF STUD FRAMING, FASTENEA-SHALL DE LOCH ED tNCENTER' AT FRAMING). ). YN O D -,TU ' 4' L B S WOOD P -° EDGE DISTANCE TFR DE STrY, E0 14aD0 H (MIN.) (r+ R FRAMWGj: V1000 STUD -SHALL BE"SOUYHERNPINE'G=0,55 ORGREATF1t DENSITY LAG SCPtE1Y SHALL HAVE PHTl LIPS PAN HEAD OR HEX HEAP, 11REMOVABLE ANC -HORS AREDEVJALT PANELMATE,ALL-FOINTS5 LID-SETa 13RASS BUBH GElag MACHINE SCREWS HALLHAVE i-_° IMU ENGAGEMENT OF THREADS TO THE BASE E. Ei MI M ETi T. THR A.. N ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAP (SIDEWALK BOLT) u.N.c, Q 13, MINIMQ14,946EDMENT AND EDGE DISTANCE EXCLUDER STUCCO OR OTHER WAL FINISHES. 20'31E 14 �L DESIGNATES ANCHORXIJNDTf1FNJS WHICH ARE NOT ACCEPTABLE USES. 15 +I.DIRECT MDUIVTING CONDITION$ aYEpEaERpT 16 llNEAR INTERPOLgT104 75 NOT PERMEITEO FOR USE WITH THE ANCHOR SCHEDULES L15TEq,J01' THIS SHEET - 4.0 (D i 0 ''"' fU N Q 0 C Ca ­0 �- _v O cu Cn C O a) O LL p > •� -0 '^ v/ E " W {� O Q ^ `� V ✓ u v Cn _4__j 4__j (//)) v L_ CL U O 0- L) 'a)! V MC0 W I LI C G Q Z Z Q VL SHEET NO, SH 1.5