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Home My WebLink AboutCamp Fire Terrn v I N 0 i 04 N 0 N t 0 cV J LO 0 I N n C I r� i I ca N i M LA F— ID O 0 N 0 J LO 0 M CV LO a I M -a -i` 0 n. E d E 0 `o c aci c J a� LZ M O C4 M 0 0 0 C4 r0 ci S Y rn 0 Mi U-1 d� m v En En ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Fir. Floor RAID or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAG or Rag. Return Air Grill ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU orA.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet READ or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BILK. Block GALV or Galv. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor IRS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G. F.l. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or CIJ Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor KIWALL or K/Wall Kneewall SYP or S.Y.P. Southem Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish MIL or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MWor 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 OVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof I Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or WIC or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WOW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Flr. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 05-21-16 1.00 NEW BUILDING CONFIGURATION 12-28-17 2.00 2017 FBC CODE UPDATE 06-27-17 2.01 UPDATED PER FDS REVIEW 12-19-20 3.0 FBC 2020 CODE UPDATE 02-16-21 4.0 ENG. REVISIONS PER TRUSS ENG. 06-15-21 4.1 STAIR SECTION REVISED - C.M. 08-09-21 5.0 NEW ELEV. X (ENHANCED) 08-20-21 6.0 REVISED SOFFIT DETAILS - C.M. 10-10-22 7.0 REV. ELEVATIONS PER C.M. 02-13-23 8.0 STD-LT-2023-MOD ELEV. PER C.M. UNIT -A 1532 NOW FOSE1 1 0 In 0 1 n N1 Min NJ � i■ 0 0 iii 1 L■1►11aM17t1 �1\lila■� 74� 6 - UNIT TOWNHOMES (ACCCCA) M19I laZl740 LENN/�R� 6-UNIT TH (153211111111111111111 1624) UNIT -A 1532 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 4 FLOOR PLAN - UNIT-C 1624 5 1st FLOOR BUILDING PLAN 6 2nd FLOOR BUILDING PLAN 7.1 EXTERIOR ELEVATIONS 7.2 EXTERIOR ELEVATIONS 8 ROOF PLAN 9 FLOOR FRAMING PLAN 10 ROOF FRAMING PLAN 11.1 FIRST FLOOR ELECTRICAL PLAN 11.2 SECOND FLOOR ELECTRICAL PLANS 12 ELECTRICAL SERVICE PLAN L1 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S31VI MONO DETAILS C� S4 DETAILS S5 DETAILS S6 2-STORY DETAILS �--� ST STAIR DETAILS SS RETROFIT DETAILS D1 FRAMING DETAILS WP WATERPROOF DETAIL PA1.0-2 PRODUCT APPROVAL SH1.0-5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. e•a ral eA Ca c _ _ m :.a W L cm U CL s+ co as U CV m r.+ � LL• d 44 Q Co ca. d c O E a r n s ac •�= a+ CV "cL a n J a v � o ti..'.,..cc...,.. o O� "� o 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. go F' ( of 8 cm ON 8 °�° N 6 Y J dd � LL (» � L+N 0 LL rL d dv 4 LL LL J t L cc -g o rnZ �Oio Z Go N M Z N H LLW Z o� DDD 2 7 pm Q v V) CD o CD -F5 v Q) LL - � U OD ,, g IN v C N J � U 8 _ § 2 MQ N slm o � w B_ o <o a� � z OU ¢a U4 Z CO ~ � qi wo W �� cc C .�c �do� �o Z m 4 S Z 8 CIO 0� go N 6 3 = MpWp 1- �S O > 00 ICU ai 0 CNO H CV LO cv �./ C11 r 60 M U ° U O •-- KV �04 •i•� CN CD LO M C) U-) co CD I N 0 T— ILn T M t M T LO o Z Z E o e a o v o JOB NO: 23-05729-05734 SCALE : AS NOTED SHEET NO. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) W.W.M. PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. -, 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN w CO CONTROL JOINT DETAIL SCALE: 11/2"=1'-0" �=�•'�'-• #5 CONT REINF. SEE FND. FOR QUANTITY •= - #5 X 25" X 25" • CORNER BAR ONE ,'•.,• FOR EA. HORIZ. •- '`'• REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1112"=1'-T CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 W.W.F. a eo a PA_ da 4 A � �o A. d / a b a a G °oil a � a a ° (4) #5 REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING i SCALE: 3/4"=V-0" 5x5x3/8" A36 STEEL 1 „ BASE PLATE 'r A 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" = V-0" 3'-0" x T-0" x V-0" w/ (4) #5 E.W. 4 v N U) `4 55 � D1 TYP. @ 2-STORY U.N.O. iO M 0 co o v fD v T-0" x T-0" x V-0" W/ (4) #5 E.W. 1' 4" 13'-4" 3'-8" 3'-8" 13'-4" J'-013' 4" 10 3'-811 VERIFY LOCATION OF A/C AC PAD (2) #5's PAD L S3 2-0" x 2'-0" x V-0" w/ (3) #5 E.W. Rill ■ ML PROVIDE 1 Yam" RECES; SLIDING GLASS DOOF MASON'S SCOPE FOR ® I M I S3 ® I VERIFY AC PAD LOCATION OF A/C PAD L 2'-0" x 2'-0" x V-0" S3 w/ (3) #5 E.W. MIN- CONDENSATE 7 F CONDENSATE c� LINE I LINEOIL 1 4' ELEV. FIN. 1 o CONC. SLAB 2 2 I I y A, -in•, 9, R„ �1_RII �_in �_int A.-W. 4" I_ I I ( I I I I I I I '/ 4' (- PRM �_o o — — — I — —i— —i— L3r0111 I I I I MASC io I I L PROVIDE LINE FOR PROVIDE LINE FOR D1 I I D1 ICE MAKER ICE MAKER I I F1 11 IT _ & y I I I I i L " '- N� 3 MIN. 3000 PSI CONC, SLAB FOR ■ HERNANDO COUNTY ONLY. 3r MIN. I IL� ` JI LL � l/ 2500 PSI CONC. SLAB OVER 6 MIL. VISQUEEN VAPOR BARRIER I I I I DBL. SINK w/ °Q I I DBL. SINK w/ C.J. - -_ _DISPOSAL CO DISPOSAL -_ _ C.J. I IIII r) II r� III III c, II o IIII I IIIL J JII I I I It JL JII L--_JIL__ _.Il IL�===:3L---J {==_ =� I __==3 121_1, 51 111 5111 I PWO I D1 14'-6' 3'-1 " I 13'-10" 1 WE I- -1 ILO OIL 0'-0" ELEV. ® I FIN CONC. SLAB GG I I I I I I GG S3 S3 ® I I @FOUNDATION I I I I I I I @ FOUNDATION 1 '-4" I I 2' 0" 2' 10" I I 16'-0 co I `n-I—T—I- I�- �- ® I L JI IL J I I (ELEV. APPROX. 1 1/2" BELOW F.F. (ELEV. CAN BE NO IMORE THAN 1-1/2" (BELOW TOP OF — — —— EGRESS DOOR (THRESHOLD. FIELD I l i q i I VERIFY K N �\ I I I I `O K /I N PROVIDE 1/2" RECESS FOR S3 t_� H. _ �J S3 � FRONT DOOR. REFER TO v I I MASON'S SCOPE FOR WIDTH 2'-10i" ■ ® ® ® FM24 I FM24 a" I -0' 4'-0" '-01, 0" 10'-6" 10'-6" I 00 c j -4" ELEV. FIN. I I 4' ELEV. FIN. J I CONC. SLAB I I CONC. SLAB PW01 — — C.J. C.J. - - - - - - }- 0 I � ` T W I 1 .411 51_811 _1 a I I � `�" I T-0" x T-0" x V-0" N "'� I N "'� I N L o I wl (4) #5 E.W. I Q I I S3 S3 "' LO 55 I I I 55 I D1 I I D1 I ■ I I I I 2'-6" x 2'-6" x V-0" I(- - I I I w/ (3) #5 E.W. A ih S3 J I I J + I Q "SEE S-3 FOR I S3 I i S3 L '�' RECESS OPT." 09 - J — — — B BSE _ ^I50 7' 1'-8" (2) #5 VERTICALS WIN FILLED CELL 8'-0" 1i1 An (2) #5 VERTICALS WIN FILLED CELL 8'-0" 111 A" 4'-2" 1 y" RECESS FOR �LA$WDO�RI=FER SCOPE FOR WIDTH M I S3 I I II II PWO I D1 I I SYMMETRICAL 3'-0" x 3'-0" x V-0" VERIFY W/ (4) #5 E.W. LOCATION OF ADC AC PAD L HOSE 10 S3 2'-0" x 2'-0" x 1'-0" BIB W/ (3) #5 E.W. dI CONDENSATE 4' ELEV. FIN. LINE 1 CONC. SLAB a 1 1 -0' 0 2 10 I F 6'-8" 3''-10" 3'-10" 2'-8" 01 T_ %/a 4" 1 OL 0'-0" ELEV. FIN CONC. SLAB C.J. I I I I I I I II I I I I' II PROVIDE 1/2' RECESS FOR FRONT DOOR. REFER TO J MA�bid'S S OPE FOR WIDTH El 01 1N1 it All AI A" 1� O it Y tt' 1 V I o LO C.J. + ELEV, APPROX. 1 112" BELOW F.F. ELEV. CAN BE NO I I MORE THAN 1.1/2" BELOW TOP OF EGRESS DOOR THRESHOLD. FIELD VERIFY J—� QS3:`y HOSE BIB _ PR DE1 "RACE OR r F SLID] G GLASS DOOR, EFER 0 I MAS 'S SCOPE FOR IDTHPROVIDE I J 00 M ICE MAKER NE FOR D I I I co S3 I r I I I III 00 DBL. SINK w/ 00 DISPOSAL _ � fO L J L Jil Jll�mm!Z: _�— 12'-211 51_911 I PWO I I D1 I I 14'- 3'-10" r I I OL U-0" ELEV. FIN CONC. SLAB -I 2R - --- - I C.J. _ �_ �_ I GG I I I S3 I I @ FOUNDATION I I I I 6'-0" 21 O" I � IL JI I n l l l l I I pzfJ I I I� c o0 cD �` I I I PROVIDE 1/2" RECESS F R S3 N �� `� L FRONT DOOR. REFER T �r I T MASON'S SCOPE FOR WIDTH 2'-10" op FM24 77777 ® -4" 4" 4'-0" 011 0" I 10'-6" °P 4 4' ELEV. FIN. I 4 CONC. SLAB I ( 9 ® I I PWO C.J. �y N ELEV. APPROX. 1-1/2 BELOW F.F. ED ELEV. CAN BE NO 55 MORE THAN 1-1/2" BELOW TOP OF I D1 EGRESS DOOR Lo THRESHOLD. to I 2' 6" x 2'-6" x V-0" w/ (3) #5 E.W. I o FIELD VERIFY L- — °° I J L S3 —(2) #5 VERTICALS I / WIN FILLED CELL 8'-0" 1'-8" INDICATES FILLED CELL W13000 PSI CONC. GROUT FROM FTR. TO BEAM WI 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: Ya"=V-0" N o !+�• t o a w CL M ICI C. CV tea, a N A O Vl � Q tC 3 3 w =d�a y�•� T Co a u 0 � \,\�11Q1t,ittP�saa�r�,a,A� M. aw _ UCr w %p. • ��,� -* U rf�t�rlf��t1,RS"�11��\�� .. 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. CD 0 a J01 l � � y co Q W W o u- J C136 a C� Z Zy , v o Ii 7 ' Q G W Gi J d W rn 0 ci 7" 'n Z z U M z N OU ❑❑❑ Z W V M 1] Z N O 0 zCD z lV M Z v ^Vl1 W ccn (a w U O w 9 N �y N lA o LL, E ® r- �8 Z t ' _ C Q 0 � N � cppp _, � c-a �o aR chi 0 WF zy cc Zto a�wZ C i Y U � i Z 1 Z mq 4) yu >z W o� LLa az SZ r Cj 0 F o W wa U �o t111111� d Z14 U h C) > 00 2 >_ c L° cc � ' L O C T— Co U_ � .--- N T- N Cr T 00 v O cc '^ U �/ J m � CV ~ o 8 LO N N C7 cn Q O (0 N T M T o cEa r W LO Z Z E a 0- « U Q o C JOB NO : 23-05729-05734 SCALE : AS NOTED SHEET NO. 2.1 rs 3 I cn N fW N r7 x 0 cn 0 O CV I 0 CV J rn rh rL7 O I rn r- Ln CD I r� i I ca d- N co I 2 0 Cn Z2 co cV 0 C14 J M r- CD Ln r- LO 0 I rM 0 Cr 0 a n7 cV C14 i a E O 2 C c O U J a� LZ rM [V 0 LO a 0 w'M CV 0 LO 0 0 ]C (/7 O r-i Q v a� v 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 OR FIBERMESH REINF. SEE PLAN. —, 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN w w CONTROL JOINT DETAIL SCALE:1 1 /2"=1'-0" .� #5 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" = = CORNER BAR ONE 4;: '�.•• FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE:11/2"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 W.W.F. d Op q0 da G C e G 4 41 ;� • a c 0 (4) #5 aik REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING i SCALE: 3/4"=V-0" 5x5x3/8" A36 STEEL BASE PLATE 1 M I I SECTION A -A 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 VERIFY T-0" x T-0" x V-0" AC PAD LOCATION OF A/C wl (4) #5 E.W. — PAD HOSE L BIB 2'-0" x 2'-0" x V-0" S3 w/ (3) #5 E.W. F CONDENSATE Icy I10 OL -4" ELEV. FIN. 1 o CONC. SLAB 2 2'-8" 3'-10" T-10" 1 It 6'-8" " I -4" VERIFY LOCATION OF A/C AC PAD L S3 2'-0" x 2'•0" x 1'•O" PAD � W/ (3) #5 E.W. VERIFY AjCPAD LOCATION OF A/C PAD (2) #5's E 2'-0" x 2'-0" x V-0" w/ (3) #5 E.W. U CONDENSATE 1 -4" ELEV. FIN. LINE 11 F 2 CONC. SLAB o I — CONDENSATE LINE 1 2 3'-10" L S3 ----�--- I� OL 4" ELEV. FIN. CONC. SLAB $ N PF 13 T M - I r F/ pr 11 —I — — FR VIDE 1 "RECESS FOR — — I P VIDE 1 }�'RECESS FOR _ r PROVIDE 1 I 1 — — —I— —I— � — SLI ING G SS DOOR. REFE TO r IIfGLl%nM 1. R TT— I I I t SLI ING GI L_ I MA ON'S OPE FOR WIDTH I I M SOWS SCOPE FOR WID I J I 100 MA N'S PROVIDE LINE FOR M - I I MPROVIDE NE FOR ICE MAKER Di CD D1 PROVIDE LINE FOR D1 I I I ICE ER I I I ICE MAKER i INDICATES FILLED CELL W13000 I S3 I I S3 PSI CONC. GROUT FROM FTR. TO BEAM W/ 1#5 REBAR VERT. J ABOVE SLAB. TYPICAL @ ALL I j l I I T 32. MIN. 30M PSI CONC. SLAB FOR I I I r T PLACES SHOWN HOOKED FTG. I I h (I I I Cl) I Cl) I HERNANDO COUNTY ONLY. 3Y" MIN. I) �� II I I �J j I C0 DOWELS 17" EMBEDMENT W/ 25" 2500 PSI CONC. SLAB OVER 6 MIL. ji LL EXT. ABOVE SLAB. GRADE 40 I I I VISQUEEN VAPOR BARRIER STEEL 1 I I I I OP DEBISISKMM/ I I I I I DBL. SINK w/ I I I� DBL. SINK w/ — DIS AOSeAL _ C.J. — — — C., .DISPOSAL — — DISPOSA(r = _C.i, — 111 II IL I I I I IIII 11 III III0 II 0 IIII I I III J� JIII I I I I I IIII J� JII I I I 11� � JIII I 1 I = __AIL-- I 1 _ _ �1��===— I Ems— a_ —3— 5'-9�' 12'-2 " I I 12'-2 " 5'-9 " 5'-104"' 12'-54" W01 I I I I W01 I I10 W01 D, II III I III I III 3' 10" 4'-2" Id. 14'- 3' 10" 6 3 -10" r--j --1 11 1 I ( I Igk 0'-0" ELEV. I I 1OIL 0'-0" ELEV. I I I I I FIN CONC. SLAB I I FIN CONC. SLAB I I I I I I r 00 GG I I GG I I @ FOU DATION I I I I I@ FOUNDATION 2' 0" 16'-0 6'-01, I I 2' IO" 240L# I I I I 2 i I� —' L_ I I -j I I I I I I I � I I I I I c � I I K Co \ �� N S3 P OVIDLl2"RECESS FORI PROVIDE 112"RECESS FOR S3N �� F ONTR. REFER TO J FRONT DOOR. REFER TO v I I I -11 SOWS SCOPE FOR WIDTH MASON'S `SCOPE FOR WIDTH �.2'-10 " 1 2'- 04, 1 _ \1 I FM24 ® 10 FM24 4. .�" I I I I �. I I 10'-6" 0., .. 4.0 . 1 8,. 4._0„ 0, 0,. 10'-6" o I -4" ELEV. FIN. q o0 4 C. SLAB I `') I I 1-4" ELEV. FIN. I I PW01 I I ® I ® I CONC. SLAB E U _ c.J. + — _ I C.J. C.J. 0 LOI w _ _U _ ELEV. APPROX. ELEV. APPRO� ® 1-1/2" BELOW F.F. '- I 1-1/2" BELOW F.P ® I I 1 i 55 ELEV. CAN BE NO I I I ELEV. CAN BE NO 55 D1 MORE THAN 1-1/2" MORE THAN 1-1/2" D1 1 BELOW TOP OFF I I BELOW TOP OF 2'-6" x 2'-6" x V-0" I Y "' EGRESS DOOR°? I EGRESS DOOR I I raw/ q I w/ (3) #5 E.W. THRESHOLD � I THRESHOLD. (3) a5 E.W. FIELD VERIFY I I FIELD VERIFY J 00 I S3 cs L S3 — — — —kc ` 00 _ 00 (V N L L S3 S304 HOSE #5 VERTICALS HOSE (2) #5 VERTICALS 777W/IN (2) BIB BIB W/IN FILLED CELL FILLED CELL 1'-8" 8'-0" of 1 11'4" 1'-8" 8'-0.' 1'-8" 6'-8" 6'-8" 1 J® ■ CESS FOR BOOR. REFER TO FOR WIDTH �11!♦1 IIII. S3 U I I 4'-6" I OIL 0'-0" ELEV. FIN CONC. SLAB GG s3 I I @FOUNDATION I 16' i I I ELEV. APPROX.1 1-1/2" BELOW F.F.1 ELEV. CAN BE NO MORE THAN 1-1/2"I — — BELOW TOP OF I ■ EGRESS DOOR I THRESHOLD. FIELDI K VERIFYI S3 PROVIDE 1/2" RECESS FOR v FRONT DOOR. REFER TO J MASON'S SCOPE FOR WIDTH ® EDI 0111A 113 ■ -4" I I 4'-0" Y��--01' 7 -4" ELEV. FIN. Ak I I CONC. SLAB CU C.J. — 0 N 3'-0" x 3'-0" x 14" q I wl (4) #5 E.W. I I (LO 55 I I I I ■ I I� S3 V-8" L 1'-8" A I S3 "SEE S•3 FOR Q I RECESS OPT." 'u') (2) #5 VERTICALS WIN FILLED CELL 8'-0" "41 All Imm HOSE —BIB 3'-0" x T-0" x 1'-0" w/ (4) #5 E.W. A 73" 55 iq D1 '� TYP. @ 2-STORY U.N.O. c 0 M i 3'-0" x 3'-0" x V-0" w/ (4) #5 E.W. FOUNDATION PLAN -RIGHT SIDE SCALE: Y4"=1'-0" N ' C" C 0 C' '- o a i o C M V N m o� v 4 Y 0 d4n a �r,d p N � 4v o 0 w `�\\�e11r;634E1P9Frd�E�� ? R 0CD Cqu ` "� p' 1.O Y� `/2 •; Ct C'� lf �� It 1P\.�`,��ti 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 vE IS a _ 8 v LL N LL Lu a cc LL U- O 13Z 0, 0 t p0 Q"" ' W N 1 � CP J Z Z o o w MZ 0� ILW N O U ❑�❑ Z W V z z � � N z "5 v--5 4-J C":)V lL O W S to Cz w �-- E C � N Q s� a M w E U g tt S L ® ti 1� 6a ,g o� Z L 8 C'0 i �w O iZ z m N sb K U3 a >a M v 0 o3 •N C) > 00 N T ai L 1 L N f0 c� cfl ^' M W a) � L (ID LL O Ii7 T = N CCL r CN T_ ,,V C U r O 00 v, co (V CV _ T H 0 LO M M LO N CD Q O L I— y I (M _ d Z c O N E ci c a U JOB NO: 23-05729-05734 SCALE : AS NOTED SHEET NO. 2.2 cn i co N cc i N M 0 0 cD 0 cV I 0 [V M O I ay cV O I M I ca I CN 0 C cnCr 0 0 cN 0 6 J 0 I N r� CD 0 re) 0 r cn- .a C 3 N O i 1.2 d a m 0 `lo c N a J n> LZ M CV 0 r� 0 N N r� 0 Y 0 UJ D 0 I9 h OWNER'S BATHROOM SCALE: 3/8" =V-0" BATHROOM 2 SCALE: 3/8" = V-0" STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE =10'-8 3/4" TOTAL RUN = 14'-2" 42" KNEE WALL WITH 1x8 CAP & 3/4" PLYWOOD �� CASING (AT 2nd DECKING -� FLOOR ONLY) F. FL. Y " F. FL. b ih R 80 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 251 S.H. 13 20X38J 18JX37i S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 J X 62 i S.H. 16 20X72 18}X71} S.H. 1H2 271/4X26 26X25} S.H. 1H3 271/4X38 26x371 S.H. 1H4 274X50i 26x50 S.H. 1H5 27X63 26X621/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 J X 26 36 } X 25 1/2 S.H. 23 37 J X 381i 36 } X 37 3/4 S.H. 24 37 J X 5011 36 4 X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 381 52 } X 371 S.H. 34 54 X 50 i 52 z X 50 S.H. 35 54 X 63 52 } 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. (2) 2X8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. - - - - - - - - ---------�--- 18 17 16 15 14 13 �� v 12 11 CONT. 10 HAND RAIL _ .. 9 U \\ 8 7 - 6 Z 2x STRINGERS I4 DRYWALL 1 1/2" MIN. CLEARANCE �! 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET BLOCKING AS REQUIRED HANDRAIL DETAIL 1 F. FL. 14'-2" 2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'-0" BLOCK W/(2)-1/4"x 31/2" TAPCONS @ 16"o.c. AND TYP. STAIR SECTION 3" FROM EA. END. SCALE: 1/4" = l'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 e (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 e (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 0/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 '/2 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 318 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: Guam's 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. 0 ih cD 1,4„ 4 !!! - • • • .■. NI © LO LO in M M MI O rn LO N 55 D1 D. U.N. O Cn n N STONE VENEER Y 16" SQUARE- CMU COLUMN ■ DINING 9'-4" FLAT CLG. TILE FLRG. LINE FLRG. LINE • FOYER 9'-4" FLAT CLG. TILE 00 " 00 T.O.M 9'-4" 7' -0" 30648 2-0' 4,4, 2'NYo? 9'-4" PLG. A.F.F. CQNCRETEoTO' -8 IT 101 C VERIFY AC PAD LOCATION OF A/C PAD HB 5-SH V2468 REF I I T-2" 6'-7" I o = C I W 110 KITCHEN Z 9'-4" FLAT CLG. TILE I SINKw/ I D/W DISPOSAL F---1 l00 m---� L __I _I 16" CNTR. AT 42"-i A.F.F. GREAT ROOM 9'-4" FLAT CLG. CARPET 13'-8" _ ■ n GG S3 4,4„ *NO UPLIFT* Q XH N F- 2868 1/2 WALL CAPPED UP l'1'A.11 BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 1-CAR GARAG E 9'4" F T CLG. CONCRETE 91 r---------- ------I 1 1 I I 1 1 ■ 1 LINE OF 2nd STRY. ABV. I I- - - t 1 **NOTE * I 1 BLK. WALLS A RE 8'-8" 1 TALL FOR "A" NIT 5'-8' FROM FRO14T OF 1 GARAGE 1 K TYP. @ 1 I S4 GARAG 8'xT GARAGE DOOR 5'-8" 1'-8" 8'-0"k 1'-8" 7'-0" 1 V-4" 11 D1 STONE VENEER 8'-8" gd 18'-8" 18'4" T.O.M. T.O.M. 1ST FLOOR PLAN - UNIT -A 1532 SCALE: YV=V-0" FILLED CALL 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) ro-y 10 It 3'-4" 12'-0" T-0" 1'4" V-8" 3'-10" 5'-0" 3'-10" 2'-8" © O MOD 25 SH MOD 25 SH ( 39" ■' ® x 59") ( 39" x 59" ) ®® ■ ■ EGRESSI EGRESS 0 00 ', I OWNER'S 55 BEDROOM D1 TYP. U.N.O. 8'-0" FLAT CLG. ®� CARPET fV C? I = OP N o0 17-8" iD iD 6-4" u 4'-4" L& 7-0" I ® M.C. - - - - - R&S E) 0. BATH I 22"x36" - -----1>0 8'-0" FLA CLG. ATTIC ACCESS I IC'01 I N CARP T / FLAT CLG c <V M �' I N / (CARPET PW01 ® --- ___ I ----J TYP. O FO I31 R&S N M 2868 5 XI Eo E TO To 7 = -- Nr 7E ' A. 8 N 60"x 9 10 °P WEIR P 1� I iD R/A I I 11 n 5' 114' 4,4„ 3,4„ I I T-8„ 19 OP T LOFT �' 13 ® T 8'-0" FLAT CLG. 14 0 LO r CARPET I 15 ao 00 N I I 16 I 'D I I 17 UP 18 u M7A. 1/2 WALL �< CAPPED ■ 5 4 (V 1'-10" 9'-6" = Y O (V O ® pie r FD 1'-0" in 2668 N BAT rp-00 8'-0" FLAT CLG CARP ■ M.C. T O�• �- WIC ( 8'-0" FLAT CLG. iV CARPET 2668 iT 08 b CD I to `° I ----- _ ---- M BEDROOM 2 R&S 8'-0" FLAT CLG. ■ CARPET = _ pia G.T. r F. - - - G.T. 00 F.C. FOR ELEV. 2023 & 4 MODERN ELEV ONLY. `ID DOES NOT APPLY TO MOD 25 SH STD/LT ELEVATIONS. ) ( 39" x 59"All ■ EGRESS 3'-8" T-10" 3'-10" In 4'-0" 7'-4" �? _ 00 10 7'-0" 11' 4" `r' 18,-4" - - - - - - 1 2ND FLOOR PLAN - UNIT -A 1532 SCALE: Y4"=1'-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" O +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 O +26.6 / -33.5 GU SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +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 fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S.F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. 1939 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) A G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. era N N1 J ;. W 1 Q " s A w C-4 ++ C LL O- N N O - N 'O 2; 4 CV w C o .r3 CU 11. QC 5 ` c E r o ; u I?FlP�'r' ��1�lIiil4t 'NSF - FLUE' r '�J•."••....••"�••�. \� /el i • fi 131 J t 13. . terlorpftRtr'tltll��\ 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. All W a E S N c✓v 4JR LoQ CoN O 1 Co % LL M J3LL w yaN0 M ' Q 4 JLL$, a rQj Oil _ cc Cl 0 Q W:3M CN m J ¢ W CIO Jew N co Z [Uh un = o0 aao W CD 2 � M tl N m :2- Q)0 Coll C1 � a 'U O C. lJ') rz YZN F- 'S (a rCn - V Q see w M M g 0, zzZ J lL E E Cr as Q 0 U §8 z• ❑a o a4 Qo �Q �� o�w J c� N C an -2 Mo z� Z a� � Coj J m < m °� 4 W f N a Z W VJ <s �U NW �r 0 nt7 � zln'r �d ij 3 c C)12 > 00 a� = ` ai 2 �..� 0 c D F- N L N Cfl O M LO_ (0 T E r 00 D U .-- m (V 04 F- 0 Ln r c') U-) 04 (0 •Ma N cfl Q CDC° ,- M T- E cc t M T d Z Z C E O E L y m C `° a o v is U _J Q p m JOB NO: 23-05729-05734 SCALE : AS NOTED SHEET NO. 3 v, I co N CLS I v Q cD 0 N I 0 cV 0 J M I N r- 0 I M I co N cn i 0 c r� tD 0 N 0 N J 0 I N UO 0 I i Ln v+ c 0 Q I-- N IF co 0 `v c c J J0 a> L� NO LO LO 0 0 a N N ZZ 8i a Y rn 0 U-1 M 3 c f• 4 F, STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN = 14'-2" 3/4" PLYWOOD DECKING F. FL. F. FL. MIRROR TOWEL BAR OWNER'S BATHROOM SCALE: 3/8" =V-0" 80 BATHROOM 2 SCALE: 3/8" = 1'-0" 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) \ \ \ \ \ -------- \�� --- \ \ 13 12 \, 10 2x STRINGEF 14 =: 0 i; (2) 2X8 w/ 1/2" FLITCH HEADER FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 } X 25 } S.H. 13 20X38} 18}X37 S.H. 14 20 X 501 18 4 X 50 S.H. 15 20 X 63 18 J X 62 i S.H. 16 20 X 72 18 4 X 71 J S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1H3 271/4X381 26x371 S.H. 1 H4 27 X 50 26 x 50 S.H. 1H5 27X63 26X621/2 S.H. 1116 27 X 72 26 X 71 112 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 J X 501 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 i S.H. 33 54 X 38 J 52 4 X 37 i S.H. 34 54 X 50 J 52 } X 50 S.H. 35 54 X 63 52 } X 62 } 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. SLOPE CEILING TO MATCH STAIR RISE F. FL. HAND RAIL TYP. STAIR SECTION HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 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 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 Wa11 Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS F. FL. DRYWALL 1 1/2" MIN. CLEARANCE BLOCKING AS REQUIRED 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)-1/4"x 3 1/2" 3" ROMEA..END.c.AND HANDRAIL DETAIL SCALE: 3" =1'4' 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET Stair and Rallina 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 Gear 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 '/2 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 glade 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 1 any soffits protected on the enclosed side with 1/2-inch gypsum board. E 1 13'-4" AC PAD HB VERIFY LOCATION OF A/C PAD M. -- LIVING 0 9'-4" CLG. A.F.F. b Co CONCRETE io -0" 16'-8" 6'-8" 3'-10" T-10" 2'-8" q0 6068 SGD �' ~ oo ® ® *' ■ 5-SH © bo O , ----- ----1 REF 2468 BF o0 I go 8'-3" 3'-2" 6'-7" o I O O *- DINING N KITCHEN w 9-4 FLAT CLG. 9'-4" FLAT CLG. z TILE TILE < I I I SINKw/ I io D/W DISPOSAL I is r-I 1 1 p o �---� I I L_ I FLRG. LINE - - - - - 2x8 WALL 8'.4" 6,-0" T-8" 16" CNTR. AT 42" o In ' lt) A.F.F. 1/2 WALL i:o co CAPPED r 1 XXII XXII = II UP 2 00 N I M 4 GREAT ROOM 9'-4" FLAT CLG. CARPET o0 14'-0" 7 00 <° co o PW01 ;� D1 10 = GG TYP. S3 11 1 2x6 WALL T-0" 2'-8" 4'-4" 4 f` � - - - 141.1- 00 &o *NO UPLIFT* _ _ pW01 co FLRG. LINE Q 2 �_F R D1 ��(TYP. 00CV ix, "� n -J TILE LLFOYERN Q 9'-4" FLAT CLG. 2868 TILE W a0 � 00 in c 9,4„ CD T.O.M. `t 4 T-4" O M 2'-6" 3068 BUILDER TO PROVIDE Q APPLIANCE PROTECTION 17 b WHEN REQUIRED `� PER FBC 4 2'-0" 4'-8 Of 4 1-CAR ARAG E 9'-4" F T CLG. CONIC ETE ENTRY _ 9'-4" CLG. A.F.F. 4 N og - CONCRETE in 0 r----------------- I I �d I f- I 00 I I to I "' I I I o? 0 I TYP. @ °r° I 0 ce) I GARAGE I ` I Kcq I S4 0o I I - (V CV N ® oa.-��n_Ar1Ancnnno STONE VENEER 1 _R° O _ 1 1ST FLOOR PLAN -UNIT-C 1624 SCALE: Y4"=1'-0" t; 2ND FLOOR PLAN - UNIT-C 1624 SCALE: Y4"=1'-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 +26.16 / -29.1 +26.6 / -33.5 ISEE SN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 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 fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MEN mom iC a • 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 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. EXT CONIC WALL EXT FRAME 2 x 4 EXT FRAME 2x6 R CONDITIONED CEILING E 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 R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. N c rim co a� CDf.,-.i C A y N m _S x -' y N t < - N % fl-« c p �•�a a 3 co 'C d o oc • ! Go 0 E � e a sa i i ifr` `\��t11t11lIf1Ptt e� C? AQ V& OF ;- _ �, e* FLO kt To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. �• o E w rn 8 m Q 04 60)8� e) 20 J ut Lo - 0 LL 0) (on rr V LL w LU M 4r) a a 4 LL c; LL z g rn O 0. Z O Z t O g W �Nrn m a W �°'°' J Z o o w Z N Z H IL N z o 6 ❑❑❑ W Z N Z Z n VI z0 v (0 LLJ •V 2 O w g �V1 c d L A fa x U � • C � Y Q N & see o r J ¢ Q Es 12 O E u W z® t�O rp O d < O wa ff ou o K Z�E 1� ' <Q 0w 7 co Ro 0 '. �= Z, ZmQy J 0 5 w a70 Z 0 �U WT VJ CG O� a amr a iy W c O 0 Lo 00 = tv ci 0 1- 1 CN O M LO � C,4 CI- CV T- Cr E cc o U T O 00 r m N 04 1- IRT Lid c N N Q N O U.' T 'r iv 1 M T rn LO o Z Z E C)Ch ci cc a o U � Q O c JOB NO : 23-05729-05734 SCALE : AS NOTED SHEET NO. 4 e o~ co I i N v C Cr N 0 Q c0 a cV I O cV J M t� O I O N CD O I N I CL7 N CD I M LO L v v- N 0 .Aa co O N I CV LO 04 O I N O I 0 C O Q O FL 0 2 C7 C L= J C O Q J CD lZ CN a 0 a N O \ a� 0 0 Y' Cn 0 _W m 1ST FLOOR BUILDING PLAN SCALE: Ya"=1'-0" M CM _O �V O M a- -o O W 0 CD t,j G n O J cove' m G LA -4 cc o —o CnUt Q d N 3 d Y CL N C � 3 ` ao m ai � u► s.a c H o p, w 6. 0 O c, 0 . .........• '• �� ,\� o the best of theEngineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 711h Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W N d 0 di f07 R�2S2 a LL ILL2 a Y 0 55 Z L 0 O t O W £g�� Cc m N0 C7 Z U to LLU ID Z d ❑�❑ W Z � � Z Z n 13 cc").8 QXJ N V 0 w N 8 N C 1- � � C Y Q s Z Cn LJ C 0, a c i d C ao p U zo na 8 EaG0 r," U w, Z Cn ,d I- g n 7 w C!i C � C m O Z m J A 3 wb 6b 4w ;o °1� 0_ W Qo z Mi cn o� z ru MI5 y tttt O C O > 00 cc CA M .—� CV M L17 (0 r— LL. aC T N T CV C T 00 � V CD �— m cV CV o 1 Liz += M M Ltd co O N OO Cfl O T LO T T77 E M T y o Z Z O N C � M C a v -j Q o JOB NO: 23-05729-05734 SCALE : AS NOTED SHEET NO. 5 2ND FLOOR BUILDING PLAN SCALE: 1/4"=1'-0" eWj o: cam' C" Co 9 LL1 n O G �V Ll Ch N m x CL. N O C G Q rd+ CV G aw W d E c D CD «Q C ai co to a -Q c g y o 4 u r O � � \Ap . O� � map" c C�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. t" p E N a M8 N� N O G % di Cnry 0 LL d W rl J LL z Z P rn 0 C 0 o a' rj �fONiD 0�0 W Q 0 ¢ m W � z p p w LLti 6 � N N z U 2 M vv�� bull[ a Z W Z N ca Z � Z Q a � N z w a U � � �� 8 N U S ^{ C-- st O J z z _ d � c�(Ids�R Q a 0 u H E q0 ¢ wO 4 z 0) IL �Z S Z (yWY�W Cn CUy Qi NO g� Z J ?Z ¢u 2i n JU n. N W W T m ¢ LL M m <w FKF � 0O 2I4 Uri 11 C Q y C 00 U ~ 4 d rn N N ` �O � LL M to T N a N s T }mil E 00 CU �n I U � m r- N N F— 0 u7 C7 co LID 9cr) C Oq N Lo CIO r 4� M T— o T H U) z z Q c 0. E ui U J Q 0 J JOB NO: 23-05729-05734 SCALE : AS NOTED SHEET NO. 6 rn 3 I co N c0 1 0 c� 0 co 0 CV I 0 r` O I N LO 0 to N I cn N co I M cn- 0 CV I CV L7 J M C) 0 I CM C4 CD CD I P-0 i v Cn 0 v+ c V r- N N 9 w 0 c c J d.: c O U a� tZ N N LO 0 0 a. 04 CV O CD ui 0 0 Y 111 -o a C CORBEL DETAIL SCALE: 2"=V-0" FYPON: DTLB4x6x9 9" 0 7 B KEYSTONE DETAIL, SCALE: 1/2"=1'-0" Trap 12� .I r=�Lj-_.__.,� Pit 12 JT.I� J?J .CA j. J: L_ S T --C l L-4.0� - - LJ \ �` -14.0 - T , _� - - J 1. T, \ SHINGLES FIBERGLASS _ J. 1- 1 J 1 1 L T - J_ \. FIBERGLASS SHINGLES ! -! J 1 i _ �. _1 ]_ -L- _1 �_ l __L _J. - � - J )_. � _ i i IT 7 T. TT- l 1 J, J- �=L �_ _ __ i .. T T T �A 7�[T S� L _ _ - T_ - - �T _T �C 20" LOUVER L� J _ _Z_�.. - -- - z sue- =T--------------`=--1�1147IR1M-------- = Z L TI = �'_� - T.O.P. - ---- - T---------------- - _�I1-'-- - - - - - - - -- T.O.P. AllHDR. ------ -- ` HEIR -- -- -- -- --- -- --- - --- ----i --- -- -- -- --- --- I I I �� o a a o� o 0 3OLERS]IT o (TY .) - - - nuo co 0 0 t o o ol� a o I o a o 0 0 0 0 ©� o© nE Z MOD 25 SH Z MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH Q Z T URED FINISH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH o <V '2� N G N (V F.FL. -- -- 16'_BAND -- ------ ----- --- --------------------------- ---------- - 16"BAND-- - - - - - - - - - - - - - - - - - ------------- - - CLG. HGT- -- --------------------------------------- ---- TEXTURED FINISH B 9 TEXTURED FINISH ---+------- A WATER TABLE DETAIL SCALE: 1 /2"=V-0" i ii5 16" BAND _1---------- - CLG. HGT i -- ie I �00� - ��uu � 00F__ nn�� _nn �n== 00 [l I uu�u LI�u� LTE � �� ; F.FL. -- ---- -- -- -- - -- - - - - I - I - -- -- -- -- -- -- -- ---- -- -- -- -- -- -- -- -- - -- -- -- - -- -- -- -- -- -- -- x x R WXTGARAGE DOOR 8'xTGARAGF DOOR 3068 DOOR R'x7'('x A UNIT -A 1532 1 UNIT-C 1624 1 UNIT-C 1624 1 UNIT-C 1624 s UNIT-C 1624 1 UNIT -A 1532 FRONT ELEVATION - STANDARD (STD SCALE: 3/16" = 1'-0" J� L i-`-r J z L z'��-LLr ` r--z,TZ-r-t �.. _ J .l[ Jam[_ -L T_ .l_ 1.�.. J... �r r ? 1 ..> . J. l T L� 1, l . _ l .1 _.l z l_T 4.0� 12 �� 1_ _l. J__ 1...T J 1 J `J _..J �-t�_1 .-T� T LT _._- Ll 1-17t J; J..J ..1_. � _ - - Tl I .0 J 12 4.0 _ _ . .L - _1 T _a �= J. ...- L ,[ ...1 �1 ^1 � �ZL_� _r] r L__l_J_� I. J.- l J . A....( - -. -- .. _... - f J. .. , . _ , - FIBERGLASS _ T T 1- . f .l_ .1 1. . J. A - J _..J J_ _J 7-TjT L_1 _ _ T 1.._. _ _ _L L i ..7_ _ L 1.. T L _L I.`� . [ 1 . r . 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L - - - - 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. 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. vertical) /horizontal) or compatible adhesives @ Y Y p 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 wi h ) g t 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 e•'a c.� ear cr o CM -o .= J o� �7 ti G �'• M C M C= N .: c a m o � ui o ca as E .. c C2 3 co Bill.. �.dWd t d c o in Ea �o 4 v 0 Jt}1��eA a�\��"`l�iinl111 .•�SE•°° °.. J r�6 \40! • °° FL0 �� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W o 0. cm, 8 N V O Cm d . J Lo 0) N N O d w d U. - a y Z m c g O C f m Q Wtea,°' ¢ Z 00 Lu q¢ ;^ N l M Q �7 to = W N CI) J M N z _U_ C] U g 0 LLJ ram-' � S r o w z ch U_ �+a ❑a 0. O U a O fJ �Z� C'D n7 O S i dd s u� S 6. 2 w wu w � ry o Zm Q) NO I W U oLL =� � Z �, ttp ZI4 ar U S c O O .y 00 2 U ~ ai rn 0 co F- N Cfl O CV M Ln � r a N �- CV �- E r 00 W T t- to (V T N 1- O LC� M CM it CO N CO O r Ll T c Z Z c E O ti E LD ui Q. U _J JOB NO: 23-05729-05734 SCALE : AS NOTED SHEET NO. 7.1 a 3 I co i M Cr v C V)) Q co 0 CV N J v L0 0 I rn u0 0 I r+] CV / I CD N Cn i M v- N O Q a CV I 0 C1I J M LO 0 I rn C> ro i 0 C tCr Q1 c 3 Q M 0 / vn. E t-- d a C iv J 0 U 0 J d t� M CV N pn LO v d 0 d M O ci S ]C Ln O W m AV T.O.M. _ — — —� HDR. _---- 50 o io 2nd F.FL. CLG. HGT. T. _GAR. AR_ — — AT GAR. 8" FRIEZE — BAND o4i °Q 00 v Sit O F.FL. I HDR. -------------------- -- -- c ___ IF TEXTURED �? O FINISH o 00 s 35 SH 25 SH 25 SH o _ — LEFT ELEVATION - STANDARD (STD SCALE: 3/16" = 1'-0" 12 A T 4.01 _ FIBERGLASS — - SHINGLES I r- r I T-" -r --� T- T Y -. T I' ' . T r.. .. r. T.. — — — — — — — — — — — — — — — — — — — — — — — — — — — — -------------------- 0 ----------------------------------- _0 TEXTURED 13 SH FINISH 13 SH —-16" BAND --- — ---- — — ------------- ---------------------------- ------------------- `f T J HDR. — — — — — — — — — p TEXTURED '- to O FINISH 00 --------------- 0 — — — — — — — — — — — — — — — — 25 SH 25 SH 35 SH — — — — — — — — — RIGHT ELEVATION - STANDARD (STD SCALE: 3/16" = 1'-0" T.O.M. ---- HDR. o o ao io — — — — _ 2nd F.FL. 12 14.0 FIBERGLASS SHINGLES l J �JL__ T T 1 - t_� 1 1_J_ _ T � C � 1 t � � T . 7 DT1T I - 4 �J ,T T [ ------------------------------ ------B------------ B ------------------------------ TEXTURED 13 SH FINISH 13 SH -------------------------------------16"BAND— — ----- -------------------- ----- -- ---- n CLG. HGT. T.O.M. AT GAR. 8" FRIEZE BAND a0 00 `v 0 r — F.FL. T.O.M 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. r Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 a� N , N _ 0 C" w O W o J ai = �o 'y�ers y m O A 6 w67 N Y a� d r io y d .o y �- C iE A p p- u 0 ,o`e`�ti��nlllrrrr�s, • r �. v�1 .10 tF 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 N F O0 M N CV 04 V 1 � f04 h C � 1.1 D; LU 1 M LL ILLd Z $rn ca 0 �Ag - 0 W co `�' W rRMOnl°' ¢ z U w N Cl)Z Z 00 U. IL F fA Z o00 W z z � Z n N V I tn 2!:(7 u �M � ." O w s N U • �Q N sr M —! LL ce p y 2 n } n. E Cc U oLL z• o a CL g Qo gZ Z � I- 1,7 7 g wZ �o �. C m� Z¢ Z m J �9 aZ ai ZZ � T g� 5 �> NZ W g O yLL = � � a� �o v gl� ti 7 .`s p N 00 f C 0 N N `— � U_ D CCD M Ln r N a CV F r 00 ° U O •-- y� 0° t\I CV f— T T O CO LICE +-� c7 M LO = (!� N � CD < © �" t— T E (= T yr C Z Z O cc a _8 E y v _J ¢ o c JOB NO: 23-05729-05734 SCALE : AS NOTED SHEET NO. 7.2 a cvm3 N � O: o N -cs C" > W C= .. c ra O V O.r- .J..� c is c.s C7 _0 w d N to -W 4 .W N Y O> 2 E s c W d a cv m co J2 > c =M pf d+ .� T E o O. ca 04 • "• rAj fYf Qa•s••�••FL To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. v 14Coc Cl) LU L vi M0� a a Q 52 U. afe LL Z 'm crn 8 L @ O o O CO 0] rp CV J er W rCp%pp J Z IL N ILMz 0 Z °d ❑f❑�❑ W U � z o z 63 � Q rs �" -- N N^ z M �W 4--) Cn o •0 W S c U ® W Ci o CS1 c WOD • 0 d O & o 40 z o z � 2 0 LL T O H go L VO o E U �0ttz � U Z wg �� CO � c ai m0 oZ z 8 �b �w ¢w �z go x 6 C Ls K j M ti w ZI� V H U N0 O `G / TT ~ N CNco `7 CD CD C-4 M Co r : N °_ CNLO 50 n rV / r N CN H 0 co CN LO �-' C? M U-) C N N C) C$ Q co N r LO T y E 1 CM T iri d Z Z ro E O N E c 4 U Q p � JOB NO: 23-05729-05734 SCALE : AS NOTED SHEET NO. 8.1 rn 3 3 I N Cp I N M I — ID 0 V N J� cD 0 cV I 0 0 J r'7 LO LO I rn N LO O I M N I Cp N CD I N LO d 0 r1� 19 0 c� 0 CV LO o_ N J st 0 I O4 N LO LO I rM N 0 C 3 M O a 1.2 N E 0 x `v c c J / a c 0 v a� tZ M N O N M 0 0 a rM N O 5 0 Y 0 t� -o v N SYMMETRICAL LOW ROOF / FLOOR FRAMING PLAN — STANDARD (STD) & LAKE THOMAS (LT SCALE: Y4"=V-0" CCA 09/24/2020 UPLIFT CONNECTION CROSS—REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CAPACITY CAPACITY Q CONNECTOR SYP SPF FASTENERS CONNECTOR SYP SPF FASTENERS A META12 1420 (1) PLY 1450 (2) PLY 7 -10d x 1 1/2" 6.16d x 31/2" HTA20 1870 1730 9 - 10d x 1 112" A (2) (2)META12 1875 (1)PLY 1795 (2)PL 10 -10d x 1 1/2" 14-16d x 31/2" (2)HTA20 2430 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1730 9 -10d x 1 112" 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" _WTUMV-7 RT16A 1025 1 900 9 - 1Old x 1 1/2"& 8-1 Od H FGTR 4725 3400 SDS WOOD SCREVVS AND 2 1/2" x 5" TITEN HD ANCHOR BOLTS RFUS 7100 1 W S3 WOOD SCREWS-r- 4 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" 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 BOLTS L VGT R/L 2225 1600 (16)114"xY 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 - 10d x 1 1/2" MTW12 1 965 1 810 14-1 Od x 1-1/2" S VGT - M* 1 4940 1 3555 �16)1/4'X3' SDS WOOD SCREWS &I 1) 5/8" ATR EPDXIED W/ SIMPSON T 1 (2) LGT3 16570-M 6960-Fl4730-M 5010-F1 & J8) 3/8"x5" TITEN HD J2 PLY) or I U MU -M" 3965 1 3330 («huax.5wi(1)0/5"AIHW/u- MUGT15 4240 3730 (a)lUOxs,(1)D/tS..AIHW/1Z" W MGT -F^ EMBED W/ SIMPSON "SET" EPDXY EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 4080-F 3500-M 3510-F 532110d x 3-1/4" SINKERS & (14) TITEN TURBO LUGT2 3310-M 4040-F 2920-M 3560-F 32)1 x &(10) I x WAL 12 PPLY) or (60)10d x 3.1/4" SINKERS @ FRAME SCREW -BOLT or 64)10d x 3"@ FRAME "X" HTS 20 1415 1215 16 -10d x 1 1/2" HTW20 1355 1140 24-1 Od 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" HHCP2 680 595 (20)1Od x 1-112" " 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 (B) DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (8) 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 wl (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) 20 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. I Il 0 SPLICING N0 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. TYP. AT INTERIOR BEARING U.N.O. (A) At I OR 2 PLY .ARRIER FX CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS RSH ENGINEERED CLADD NG W ND PR SSURES AND SUUCTIIONS FOR MEAN ROOF OHEIGHT <_T 5 ftND WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. ISO FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -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: 0 SHINGLE: %e' EXP. 1 (24/6) or t$/32" EXP. 1 (3�116) TILE: t%32" EXP. 1 (31/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", 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, �. c Cn 0 0 '+ 0 a ur o t J L U c co m ne c "- N (O O + y N O �O 4 d N y C a� W ,. c o Q oc '3 ry y CC •= � a.o A � c. w A � S v FL01? �1'r'Ofllr'!Ilvlv1'ti'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 potions of the drawing pages bearing Engineer's signature and seal. a E S $ N Co N u o=ova J ,�5 0 1 M , U.di Vi Cl) N p- LL w W 7 7 a .6 u. LL LL 7 = 13 ro C O OS O �* W �'dcczp m 0 �o,rn ¢ z Z 2 MZ _j H X Z N OU ❑❑❑ W z i3 M z z N - N M z , LL T C/� LU Ow ® E g I _ C) a 0 esN o Jz z LL_� =o>� SU ,. �� O <0 z uo � a4 ao �� Z °damp w� i 1< Z mg 10 Q z �� go W T m � N 7L N d 3 o �2 c 0 0 >00 U 0 ,MgtL C14 a) L C:)U5 M C T i7 N /�� y T 00 U C U O •— m 04 N F-- 0 U-) +_ r co LO (V 04 M O O Cn c6 Q O M 04 Ir— U,) ai M I ; T c'M in d ? Z E CD m m a 0 v ¢ o 3 JOB NO: 23-05729-05734 SCALE : AS NOTED SHEET NO. 9.1 a a+ 3 -c� I m v N CO i N rh v 'v (n 0 0 m O N I _o N J t\ O I CN (V rO a I M N i I d eV GD 1 N r'7 v Cr (n 0 Q CO 0 (ii 0 (V J M to CD 0 I rn N in 0 I N _ 0 Cr (J7 y-+ 0 U c 0 3 rh fV 0 N i O a E F2 E a 0 c c J c 0 v U O J a� LZ r� (V O in N 0 a rh (V O LC') N 0 Y Cn 0 Iil Cn a� v �JUNITAJ53:2] , UNIT-C 1624 FUNIT-C 1624 i SYMMETRICAL NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT I SPECIAL CONNECTIONS I S2 :(2) SIMPSON HTSM16 STRAPS w/ (4) 1/4"x2 1/4" TITENS AND (8) 10dX1 1/2" NAILS ONE TO EACH SIDE OF THE GIRDER. INSTALL GIRDER CONNECTION PRIOR TO TRUSS TO TRUSS BRACKETS. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p 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 31/2" 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" R73 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 - 1 Od x 1 1/2% 8-1 Od H FGTR 4725 3400 w/(1 "x D W AND y 1/2" x 5" TITEN HD ANCHOR BOLTS RFUS 7100 1) WS WOOD RE (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)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)1/4"0" 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 -10d x 1 1/2" MTW12 965 810 14-10d x 1-1/2" S VGT - M* 4940 3555 1) 5/8" ATR EPDXIED w/ SIMPSON T (2) LGT3 6570-M 6960-F 4730-M 5010-F & (8) 3/8"x5" TITEN HD (2 PLY) or 52 16d SINKERS 0 FRAME U MGT -M* 3965 3330 (22)10d x 3" w/ (1) 5/8" ATR w/ 12" MUGT15 4240 3730 (28)10d x 3" (1) 5/8" ATR w/ 12" W MGT -F^ EMBED w/ SIMPSON "SET" EPDXY EMBED w/ USP CIA-7000C EPDXY 3210d x 3-1/4" SINKERS 11141 TITEN TURBO (32110d x 3" & 1101 1/4"x3" DEWALT V (2) LGT2 4060-M 4080-F 3500-M 3510-F S2 PLY) or (60)10d x 3.1W SINKERS @ FRAME LUGT2 3310-M 4040-F 2920-M 3560-F SCREW -BOLT or (64) 10d x 3" @ FRAME "X" HTS 20 1415 1215 (16)-1Od 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 1 1010 1 605 1 12 - 10d x 3" SPT24 1 1090 1 1 12 - 10d x 3" HCP2 1 590 1 510 1 12-1 Od x 1 1/2" HHCP2 1 680 1 595 1 (20)1 Od 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 (+1- 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 wl (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, (8) 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. I )1 O SPLICING Iw 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 (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 R 2 PLY CARRIER - A) x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. ISO FEET) W VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF I I I 2e I 2n 2r I3I 3e 3r HIP -35.94 49.57 49.57 49.57 10 GABLE 1 -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE:'/6" EXP. 1 (24/6) or f %2" EXP. 1 (32/16) TILE: '%32' EXP. 1 (3y6) 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 (2Yz" 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. ROOF FRAMING PLAN - STANDARD (STD & LAKE THOMAS (LT SCALE: Y4 "=1 "-0" CCA 09/24/2020 a=4ft GABLE ROOF > 20 TO 45 DEG. (4:12]-[12:12] eh CV O-' N M O �6,___Uz J oco C eO V N — m K N C W fl coo N O •a o- c CDCJ a °C 3 3 m a . °' m co N O."C C 0 0 0 r.. "0%11111111I/1� '�•NSE •,'••. C-1 •�(J ' r A„Fy " N d O V *v�\�\ E S S 1 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 `t E N N 8 N NoO (� C �__ O � � LL J i 40 � LL 7 � W fn r-r-0 LL WC14 ' (D IA 41 rw a a Q i� o y U �LL � z c rn O Z 0� 0 �. N (O m W i0 °'�' °> a W zZ co d IL `� w e`Ov M Z 0 U i O ❑Q❑ W C� 2 z N z � z Q � N In aC1 N Uj 0 gQ) ��.. Ul " �N m Cn W J I U Q Y 0 r Z W 3 J O in K E t4° rri r 50 i Q w o co E X Q U (i r0 Jz" zE m J wm a aw Z 3 ro W T3 m N a� Jw� z Q U S c O O > 00 ~ ai rn N N M LICE c T LL CL CV T �._.. 1T N V r 00 M U U o T m cV T CV F•,- 0 c0 LO c7 cM LO �z N CO Q r LO T E c M Z yy E O N N d U J Q Q C J JOB NO: 23-05729-05734 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. S. 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). B. 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 comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FTF DUPLEX OUTLET ABOVE COUNTER w.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS e-� TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN rOr EXHAUST FAN/LIGHT COMBINATION ED ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) B PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER Ua ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I r' 1 I I I I I � I I LAV J I ti TUB/ W/C SHOWER LAV 3" VTR �L I I I I I I OPT. LAV LAV I I 1 W/C SHOWER ----2nd p FLR STUDOR VENTT Lri DBL SINK W/ DISP. W/C 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 AD WATTS OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33659 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 464 AIR CONDITIONER WATTS AT 100% 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 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 NEMA 1 200 AMP ETER MA N 1 0-200 A P Serial Cable NEMA 313 Power Co. Feed IJ I- !1— #4 Solid COPPER Ground II 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. D OUTDOOR LIVING INSTALL LIGHT ROUGH -IN ��i> FOR OPT. � > FAN/LIGHT i GFI an NIM 1 DINING KITCHEN 1 FI I 0 GFI SWITCH FOR - DISPOSAL IN CAB UNDER SINK GREAT ROOM /�>ROUGH-IN\ FOR OPT. FAN/LIGHT 1 I I / FOYER � I I I I DB EN RY I WPo- LIG T AS UO GFI PER SPECS DB&GFI TO BE ALIGNED VERTICALLY i G i UPSTAIRS [ GFI @ 44" ` \ W.H. A.F.F. ' \ O 1 I I I GARAGE I \ GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI r- — — — — I — — — — — — — — — — — -- I I I J _j bZ I I F I 0- 0 I w I DW I I COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL - UNIT -A 1532 SCALE: Y4"=V-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. — ` - — — — — - — L ---- --- --- -- __1 2ND ELECTRICAL -UNIT-A 1532 SCALE: Y4"=1'-0" Cn o! car L CWS 0 cm w J ci na.F o C A V N W O Le N t Q d N m y a-c m ex � C= Y. E A o a r, 0 f+] O N M O 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 H `to E w N N 0 S J ,—GWO N U. LL 0) rA rr ti - '- w, Mg a d a � ii LL Z 0 Z . O 0 m4 0o p O = 9 M C,4 IL = Mz Z O U ❑[j❑ W N O z Z EllZ J - U) (V '0 C1 W V +-J N .0 — g 0 4NU) ,,, s A. 4U) w _ � 8 U d Y � 0c W s� o o z " E o0 z R Q �° Boa E �� Z ZCC)o � Qo �,m �y �� C N �¢ u 0 aLL >z Z m J wm sw �Z ~� W m LLZ zZ 43 �o M v °zl o z �O 0 > 00 co crrn 0 N N M ILO CoT ILL CV 1� �i CV T 60 O vi U O r m N CV O � LO -0 r co U-) co Cn �O 0 r m 1 cv) co r o cc T Z c E O Iv ai 0- 0 ¢ o JOB NO: 23-05729-05734 SCALE : AS NOTED SHEET NO. 11.1 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 OFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the Installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits In all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles In laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET fLiph � SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH JR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX f...O WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS eA� =3 TRACK LIGHT —� FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ,Q EXHAUST FAN/LIGHT COMBINATION © ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) Po PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl_ ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I I j I I HANSON BOX I I LAV 3" VTR ,AIL I I I I I I I I PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER OPT. LAV LOAD CALCULATIONS UNIT-C 1624 (1624) SO. 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 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33935 1st 10 KW at 00% 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 Z) - NEMA1 2lN) AMP R MA N �TE -200 A P JT/—Serial Cable 3R Power Co. Feed _- I I. _,— #4 Solid COPPER Ground II 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 0 ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. FAN/LIGHT y i GFI .TIN WZ� , r Q) (DGFI --- l� DINING KITCHEN 1 i FI a GFI ( SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM /,TROUGH -IN\ \"H' FOR OPT. / FAN/LIGHT' I 1 / I I FOYER GFI VTRY GHT AS 0 ER SPECS I I I LL L LLoIr Q on ..gym DB I I I 1 I I j C.M DISCONNECT ►�i!RECEPTACLE FOR O•;MICROWAVE RANGE HOOD PER ►.�� SPECS ►�.� .1 UPSTAIRS F @ 4 4" ` \ W.H. A.F .F. 1 ` 0 I t I I I GARAG E I GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI r----------------- I I I I J I I IZ z I IF, a I I0 U I Ict W LU I rii I COACH LIGHTS OR PREWIRE AS PER SPECS 1ST ELECTRICAL -UNIT-C 1624 SCALE: X"=V-0" ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 2ND ELECTRICAL -UNIT-C 1624 SCALE: A"=V-0" W2 za C. dti G V ,C-1:1 N � C N y O N Q N Y a� dr� a?i C2 Adder CD c n ✓/ ?L1'•� T N ELM C G A p 2 U ch 0 N M LO 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. 9) Q 04 O1 0 0 i^Y ? J J 'M'LLLL �rNiv� u M 0 a Wa ccLLii Z _ � w Cc,l�6 C 0 co Q W 1g�;Qkz IL 0 L M Z QQa U In=Z N O C)❑ 0 mm 2!N � z � Z a N N Z C1 (V l C s LL ,T [ t N Uj n 0 w w zz (.) r~ o .0 It, • r. 0 soy � a W r J o� a W E w ¢ o oZ > a� Qcd CnI. 0 E V wz ZID 'T oa ` m¢ dz Oa �Z Z�� ro ~ wg =�pmo �W (u YLL y m J ym aroma > w W ao �� ofi �y c�> ww ar 0 � 0 O 00 U c >_n rn B M N N CV M M r :3 N LC) r� CV s 00 Crco o U T T m GV N CO) LO cis O N L[) 0 1 T cM 1� d ' r Z z E Q E w y c n� 0 ¢ o � JOB NO: 23-05729-05734 SCALE : AS NOTED SHEET NO. 11.2 -A-I OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING — — — — — — — — — — — — — — — — — — — — — — — — — —Wig m m-------------------------- OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING ■ ® ® ® ® ® ® Iml ® im — — — — — ------- I I ----- I I ---------�--- I I ----- I I --------�--- I I ----- I I - ® I I I I I I I I I I I I I 7D I O, I O I O7(7 I I 0; DINING KITCHEN O I KITCHEN DINING DINING KITCHEN 110 I KITCHEN DINING DINING KITCHEN 110 1111 01 KITCHEN DINING ® 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 O --J I I �— I L--- O O � I I I O O I I �--- I I l I 0 I I l �--- J L_ I ED— I l L--- � I I I I __ _J -_ J I 1 ® II II II II II II I I I I I 01 GREAT ROOM GREAT ROOM oil METER BARK►�-� IIII DIAGRAM SHOWN ON UNIT ELECT. PLAN) ►-�� l ►--• .. ►K ►O� OVA -. TSi i. uu.l . l 1-•� :.-.armii� Ir�l�.u.uu/l j lunu.RM1111Co ) 3;110801 SPIN / 00 I..son mat 11B 10 i- REW -CAR"�RAGE►.I'm Lnb 1-t-ARGARAGE "a" MEN III IIIwas Ono ... III i_j �Q PROVIDE A MIN. 12" VERTICAL SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES 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 1 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 1..1 mm1..1 2"; 1..1 ■ GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM i� ��i�o�� r ~1=E AR_ GARAG E -1--CA -GARAG E ENTI� _ 1 �ICrTF —. _ ENTRY _UNIT-C UNHT.C- _ 1624— _ 1624 r----------------r r----'1--c - ------- - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I m ®1 ■ M 1-CAR GARAGE UNIT-C 1CZ24 — — — — — — — — — — — — — — — IT� 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 r -��-----------1 I I I I I I I I I I I I I I I I I I I I I I ELECTRICAL SERVICE PLAN SCALE: ya"=1'-0" an N O N' CV2 0 O o •= m -o J o w m x W 0 C t W O l0 ✓V 3 7 w EL c 0 3 to > c o 9 A C T � W £ C �to G G. v Q fM O N M 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. Q E cj O C 8 N N 6 m Q Y y J J CCn0 M LL d till i i d= s LL a 0 M u- Z cc ono ? r- CV t0 m W m W LL 00 z W N M m Z < 0 U ❑❑❑ W Ca z z z o � V I M � U O Of � o w U Q 0 all N W W r E zo �o ❑LL R a QL p E C' U k zp no- E G ❑ tKU 8 Z �4 LL ° «,/rrAit55, � 81 U 2� W d� �a -� =1� �o 0 > 00 cc d �\ N CD O CV M CoC T U- r CrN E �- 60 U m U O a•+ r = a••+ CV L O C N N O N Cfl Q O co L o r c r C` L o z z E O E d m —a U � ¢ p JOB NO: 23-05729-05734 SCALE : AS NOTED SHEET NO. 12 LINTEL PLAN NOTES: 0 °°. ao° ' p ° p °''� 1. THIS PLAN IS TO BE USED FOR STRUCTURAL ° °: ° =a°: ° ° ••a O -°' INFORMATION ONLY. O O O O '°'° °°° °° _'°° O O 8F8-1B/1T 8F8-0B/iT = 8RF6-OB/1T 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE °' O TO BE ASSUMED TO BE 16" MINIMUM DEPTH. AO 0)° 3. THE NUMBER OF COURSES OF MASONRY REQUIRED 0 0 0 0 0 0 0 o BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE 8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T O- O- © 0 © o o 0 0 :° o o COORDINATED WITH THE ELEVATION DRAWINGS OF 8F20-1B/1T 8F20-0B/1T 8F20-1B-2T 4. THE CONTRACTOR IS RESPONSIBLE FOR © 8 24-1B/0 8B/© 0 4 O0 COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM 0 0 DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. TYPE DESIGNATION #5 REBAR AT TOP F = FILLED WITH IN. (1) REO'D GROUT / U = UNFILLED a R = RECESSED CLEAR QTY. OF #5 ° < REBAR @ BOTTOM ° OF LINTEL CAVITY d .M.U. Lu 81-16— B/1T a = G a z GROUT tNOMINAL. QUANTITY OF SREBAR AT WIDTH #5 REBAR AT a0 BOTTOM OF TOP LINTEL CAVITY NOMINAL- OTTOM REINFORCING HEIGHT PROVIDED IN LINTEL 7-5/8"ACTUAL (VARIES) 8" NOMINAL WIDTH MATERIALS tfc precast lintels = 3500 psi. 2c prestressed lintels = 6000 psi. §routed per ASTM C476 fg = 3000 psi w/ 4iaximum 3/8" aggregate and 8" to 11" slump. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength =1900 psi. Etebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7/32 wire per ASTM A510. Mortar per ASTM C270 type M or S. GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3• Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed 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, 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10, Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11, The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied In accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with vertical (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load O Safe vertical loadSafe horizontal load . ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REO' 1-112" CLEAR W U � C.M.U. rt 0 0 � 0 m ?J it w WDOZ o.a_j oWQ6 as W ra u; #5 REBAR AT BOTTOM a z x MIN. (1) REO'D (n LL PC 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 FA 04 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 2ND FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" SYMMETRICAL MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" SYMMETRICAL I eri N N ce) C o G� LLr n G 1 c w N ++ C LL n- N N C 4-4 y O i0 Qi E c w�^a A y co Si N C Q O.� m E c A p a� C. •� -ZZ Q G��\ ex3 Lo '�'O �� d'r9f/fl 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. ON 8 (� N O G 9 e S'► 0 ,� c0 N - uF to LL M tANo ° W a w l� a ?� C7 co LL -j T �S, 2 "j. C W 0 fe S o a o I O 2 a W 0 -0, 03 w °r,' °' r W � w IL= N ce) O U ❑ Z Q❑ W U c) Z N (7 o < m z Q a � r— LL 4 0 w $ N NW r w r— E g I � U o Q 41d � �~ 0 w o U- C ECL z n � Qs � OU k z oa H o E U & Qo °q Z co M i a2 wo WZ Ww In r0 Qo � a Z. mG 2LL Z d) J Nn b Q W cC < o Z a0 U7 u,w W � m .0 - < 'o n- c CD 0 > OO CD U rn CN CID � N C� O M LIC) C T U. CL CN T N /1- E T 00 W mO U O .— CV T CV �— Q , ^ .(� M M LC) 04 N CA cfl O U-) ai M (M LO o Z Z /T� E �../ N E m c a U JOB NO: 23-05729-05734 SCALE : AS NOTED SHEET NO. L 1 On 3 v 1 i I M v V) co 0 cV LO 0 N J 0 I N LO 0 r'7 I cn N LO C Cr N Q co 0 0 N J 0 rn N 0 M v C Cr �CC tR rn O a E 9 ro O c lB CL E a v 0 J a� LZ N N \ 0 0 a rn N N 0 Y 0 a M �d m v a> v' 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 PRODUCED F R RESIDENTIAL OR GENERAL AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE0 G 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 R308.43, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN 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 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF H RD (ATTIC W/O LIMITED STORAGE): 1 PSF (NON -CONCURRENT) BOTTOMCO ( C ) 0 S (0 ) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2,3.1„ 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2,4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN, GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1 y„ 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. MODULES OF CONCRETE TYPE MIN, 28 DAY ELASTICITY DESIGN (fc) 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) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1 A 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 W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.. 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 SH ALL 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 ARE T BE IN ACCORDANCE INITIAL SET OF THE CONCRETE SPACING AND ALIGNMENT0 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 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all ritiser„s and spr y heal 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 befoore vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 C ncrete or(erpo r and mortar along the foundation perimeter must be removed be ora 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 90 +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%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. O • G a LL. •y m E c 0 a w `" Ec � O 0 Cb , UJI ?� v+• v hC� M a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained wlthin 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 seat. W lotE 0 C1 a 8 co �i 0(0 J LL LL 0) v_ �cr.'-4 03 o a a a Q -r LL x r m � 13 0.� � W `v co m J a on z W_ . M Z L W N a N o 0 ODD Z W z z C- N N M V I CD a--+ CCf w .0 a Tom+ 0 w 9 N �y N f6 �- CO LLJ C) c Q • 0 rn m o J o� 4 Eu d2 Q 0 ll� z 0 Uo ZCO fo 8 E 06U do �z It 'o Wco s Cy _ x� a W w UI7 �"T IJa< M v LIw z o �z c O op = a� U �--• O CV C4 CoC r E T �. N E T= 00 is o a O to C 4 (<- O ro ILO C M O LO cfl O ° NLO T T M M T vi LO o Z Z E c a E d U _j Q p JOB NO: 23-05729-05734 SCALE : AS NOTED SHEET NO. rn 3 I co N co i M 0 0 cV I 0 cV J LO LO 0 I N 0 I M I co N I M 0 to 0 0 N J LO 0 N LO 0 r3 v Crc Q c M O` 0 l� 0 c J c 0 v O J v tZ M O L LO ca 0 a. M 0 N a a U-1 Q r m THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:-) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH" **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF I I HOME H C G GARAGE SIDE O O 0 5'-0" Q - STUB -OUT FOR O 1'-0" o o in GAS METER �. U b o CV = --------------- • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 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. 19'41 (1) SIMPSON HTS20 OR 4 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" Q.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x - P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x - + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x - + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x - lumber Double 2 x - lumber DOUBLE JOIST CONS (Not required if both loa Filler 1/8" gap _4 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Yg" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. FILL CELL U) w CONT. #5 > STD. 900 HOOK BAR -, STD. 900 HOOK v1N=� BOND BEAM SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS CONT. #5 --- - BAR 2X TOP PLATE 5/8" 0 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM STEP BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN .�..fi_ �... SEE PLAN FOR REQ'D l l —PLYWOOD FLOOR COLUMN AND L 1 SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI II. 1 MASONRY WALL OR INTERIOR BRG. WALL GJ TJI PER PLAN ' OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. j Small gap 2" min. 2" max. 4" max. Web_ _Stiffener Fastener Schedule I I Joist Bearing Location L_-1 Series Depth . End Intermediate �l ® 9-1/2" 2-8d 2-8d BCI5000s 11-7l8' 2-8d 3-8d 14 2-8dClinc-- -- when nails 9-1/2" 2-8d 2-8d - _ - - BCI 6000s® 11-7/8" 2-8d 3-8d possible �BCI 6500s® 14" 1 -8d 5-8d 11-7/8" 2-8d 3-8d BCI600 14' 2-8d 5-8d Tight fit - -- �1 16"_ 2-8d 6-8d 11-7/ 3-16d 3-16d 2x4/Plywood/OSB web stiffener 2" min. BCI 90s6 14" 5-16d 5-16d required when indicated or 4" max. 16" 6-16d 6_-1.6d_ - - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. I.0 SIMPS( w/ (22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS 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 BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer=1900 pif max. along bearing wall TYPICAL SIMPSON META12 TYPICAL SIMPSON MTS / BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls: -for vertical load transfer __� /-PlumbingMETA12/ HTS INSTALLATION Load bearing walls when load bearing - for lateral support when joists I !"' TSS Vertical load transfer =1900 pif max along load bearing wall. meet over wall, or wall stacks directly over wall or Load bearing wall must stack l '.:i beam below over s uash=20 blocks and F:; 1, Load bearing well must stack over *Non -stacking walls q * ; ` blocking and wall or beam below.* - - _ wall or beam below... require additional Joist consideration. Check _ r When joists meet over wall, provide local building i I -Joist can be offset code forappropriate �1/16" r r 13/4"minimum bearing for each. PLUMBING LINE I� details in One 10d box up to 3" to avoid I: I vertical plumbing TOP (2) #5's x 4'-0" areas=20 of high or=20 sinker �, <r lateral load. nail each side 1 �' 3" max CENTERED PIPE at bearing." -: t A/C CHASE 4" PVC - JOISTS PVC OR SCH40 SLEEVE JOISTS OFFSET PENETRATION SLEEVE THRU STEM Zf N.T.S. d a . .J WALL ° d ° a °Y== Provide adequate bearing ° • for each lapped joist. g Use 10dx3" nails at 6"o.c. for all joist .• I ;LEI I • ; li —I I ° ° 4. a° I -III iI I I -III I I blocking panel *Non -stacking walls - * I I I ��I I II • • �I I� II i T Squash block 10d nails SECTION @INT. BRG. WALL require additional consideration. - - - - - - - - °O (2x4 minimum) SECTION _� _ FINI GRADE Bearing wall, Versa -Lam LVL or N.T.S. _ _ -III-Ifi-l� 1�T7-�If1 T�f-1�i ill-lTf- 111 Glulam Beam ® _ � � � � Lm -Ij(-1t I I MT=: ff= n►�M-11 NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges rl 6"' A 1Y2' ROUND HOLE MAY J 0' 6" 6 BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. �,d��..x �° �. � {e �.'. ,T,... .. a r�.'3;ros �"r'..�..:�510•tl°�",.... r�j°,.W , s n.,°., :. ��.... �.is, 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. 1y" 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 1JY" 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. Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. Joist hanger \ Filler block. Nail with - y 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap --- I I -- 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 [`I _ requirements 0.6 X Joist o n/ depth I -JOISTS BUCKETS N.T.S. SLEEVE THRU STEMS ' SEE PLAN FOR---'•• • . • FOUNDATION INFO STEM FOUNDATION GRADE r-REINF. SEE PLAN /A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. 111P9r \/rP1Tlr%A1 TI 1P91 1 1—K111 TOP (2) #5's x 4'-0"- CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE r- E PLUMBING LIE io • ° • ° 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 c ° °a n . a _ °a I I I I I I —I I-111_ I a°I- � I SEE FND. PLN. SIZE & REINF. eh 0 N' ch o > W s o C. N A O i N N G -U Q � N � d E It C ae "'� ex Add N A � a� r� o. � E eo 0 0 �Z�a111�31lIf EJllrtlrj�� SRO vVN �_•\N,>>`' �.. ...... U \0 To the best of the Engines 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. F g O E S N C N N 0 M � LL a a �0403 U 3 z -a 0 o o " OC W @ g � W - pj J k Z LL L 6 w � M z N H 0 Z N o < ❑00 W " _0 z z n V I N - N M z �4-J_ �U N LU �0 l/) o c d U W J ^� Q � �0 N o 7 LL E Q A!6r F— Qo a ( Q 0. d Z uvi m V C Y)) ' Z P � � T VWZI W Cps zW VJ j T3 m o 20 ,'• do =k cn k ilzd a L) 2 0 > 00 r^ ai cc N (DG O Iln T �- CV E 00 o 0m 0 O � V C �_— p LO M C:)C cis '� p cro N CY)T ILo T ci M t r CM �,; o z z m E 10 E a m ca C _ v ea JOB NO: 23-05729-05734 SCALE : AS NOTED SHEET NO. SN 1 v+ 3 I 0 N i M 0 Crc .n 412 0 CV I 0 N J M on Ln I N t` 0 I rM i 0 I co N ca I r 0 0 cV I 0 cV J LO N t` 1.0 M 0 N 0 c a M 0 i a E E 0 v J a 0 0 0 Lz: 1.0 N 0 0 a M O Lin Y 0 Li.l m v %16 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 ' (TYP.) P') VARIES 02 5/8" OR 1/2" HIGH--� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. , TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E ---- TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) 4 WWF OR FIBERMESH on MOISTURE BARRIER • e e SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM . — u c r r D7158-CLASS G or H, or ASTM o ' D3161-CLASS F, IN ° — ACCORDANCE w/ TABLE 7,R R905.2.6.1, FLORIDA BUILDING_ — CODE 7TH EDITION (2020) 8„ _ TTTB,rTTr '- RESIDENTIAL u ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIES I SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" -ALUMINUM DRIP EDGE ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.—/ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND Wl AXW1.4 WWF OR C DECO FINISH 4" to 6" ^FIBERMESH" BELOW GRADE E- z M _ 0 �1 00 6 MIL VAPOR e �r — z -� *-- BARRIER 1 C • , — r COMP. SOIL. e (COMPACTED TO 95% — MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT. CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O.O U 4„ V-8" (2 STORY) DETAIL ) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 1411 O.H.D. RECESS PAVERS z 4„ — . co �• I I SEE A/S3 OR J/S6 `-I j I I FI , I I - FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 2x4 CONT: I I GARAGE DEPTH VARIES GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U, I I 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR7*kBOLT INFO. I I I 5/81lx6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS "SIMPSON SP1 I I SPACED EVENLY w/ (10)10d NAILS , 2x P.T. PLATE TYP r ASSUMED FINISHED ' ' GRADE MONO OR STEMWALL z FOOTING MONO SHOWN FOR CLARITY 00 NOTE: e "FOR BEARING WALL W/ UPLIFT ONLY i i FRAME WALL TO C.M.U. WALL CONNECTION rD l SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1,4 31/2" WWF OR FIBERMESH min. 4 '154 " v GRADE 00 a ! r-_=i ff=_ _ l I a rl�rrr _ _ LIF (1) #5 REBAR w/ OPT. �Tf�1T— 1TENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13" —t r-O.H.D. RECESS _I r. ` oQ _ �•a� �•t .��y r I .y .I __tr•r1 SEE A/S3 OR J/S6 J -ILI I I I I I P' FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 ST RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. ��S3 ADDITIONAL INFORMATION. M 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c E to 6 MIL VAPOR BARRIER • s I I I I I I I I I I I I I I I I I I I I I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR e" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) ABOVE) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" OIL (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL @ 24" O.C.) 2" WWF 6 W1.4 x W1.4 ATTACHMENTS i2�� 6 x 6 W1.4 x W1.4 „ ? 31/2"MIN. WWF OR FIBERMESH 31/2"MIN. WWF OR FIBERMESH ELEV. -0 -31/2 A.F.F. p jr c n e . • e' —m�l rr 1/ in.)-4" � m p e .Te �q 1/2"(min.)-4„ fV rr e � � 31 /2"(min.)- 4' — 31 /2"(min.) - 4" - — — _ � -ram — — — — LI (2) #5 CONT. 4„ " �,;,'— 8„ (2) #5 CONT. 4„ �,"— g„ U.N.O. MIN. U.N.O. MI TYPICAL BEARING WALL STEP SHEARWALLK�—CTYPICAL BEARING WALL @STEP rc �C "SHEAR WALL" SCALE:3/4"=1'-0" S3 SCALE:3/4"=1'-0" S3 , 00" PC5' 40S�CJ 2x STUDS @ 16" O/C e� JOU S INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT / \ APPLICATION 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. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. @ K.O. BLOCK SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR ---� PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE O0 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] - — — ao #5 REINFORCING BAR R 1 7/8" —� IrO'Emi T #5 LAP SPLICE -III-III-r I COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM_ �� D1557) TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD, P.T. 2x of HOLD GYP. BD. 1/2" FROM SLAB 0 CONT. BEAD SEALM +I--- Q a INTERIOR 4`. 4,. -3 1/2" •. M CONCRETE NAILS W 1 1/2' J EMBEDMENT @ 12 O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE S E — m M 6 MIL VAPOR BARRIER 4" 1411 INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �-1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E �• 6x6WlAxW1.4 ' WWF OR FIBERMESH M p' 1 K S3 V 101. REINFORCING i If '' . • ,6 LAP SPLICE REBAR DETAILS NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR c BOLTS 6" MAX FROM o END OF 2" x PLATE LU Uto CL ACL . CL p. I v i — I —I I IT ° FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. -= CONNECTION INFO SEE PLAN FOR ' „ &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN °Q (2) HTS20 FOR STRUCTURAL •- BEAM SIZE & CONNECTION INFO g 2x4 P.T. PLATE o.s.e. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w ¢ SCHEDULE CC j 7 LLI SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o w CONNECTION INFO. fn SECURE 2 x (2) #5 CONT. =1 Ijjf ON T' CHAIRS (TYP.) 8" 1'-4" 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 to Q.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 WWF OR FIBERMESH ; E �* © �T �Ili�ll�ll 11 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT ("G SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1 A S.G.D. (U.N.O.)r � I WWF OR FIBERMESH SEE A/S3/J/S6 —` 8„ I FOR REINF. INFO. 1 OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING I I 8" MASONRY WALL EXTEND FILL CELLS ci TO FOUNDATION PAD E `v CONT. FOOTING STEEL I I MAT REINFORCING. Q ' —T M ao �GRADEI w z= _ • LU I-- Uj pIL LU LU U 0 0� x • • • • z z U- N -) i FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 e+7 o N � M a � r- o J C lO t�N LL-a C= y N O m d co u 4 � 3 � Rdd-Cl cc = T c E A o cL r, 0 PO W IV ,�'�rf LU LU 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. H a o E S N c " 00) a0 (77 U.tA�nD W a to LL ur M0 w a a gu,LL a �; z Vima �° W mti� m Lu �gpj0 0 Z W J .- o (°� w N M Z O UCIL ❑❑❑ W z � z � z $ aC1 z M 4, �_ — C N �U o_ - 0 w 8inlillo N c `�; El W 2 8 U . � Q � 0c �m LA - (6 a_ 98 o° z® ca a Z o E o m� C �3 �q~LL b Y mop L z g �z �S 3 W 3 °z a z da c9 �' =O to > 00 12 a; M N CO O CV C'4 LO C T IL CN T N E , 60 r) co UCN O H p 0 LC) tM LO N N co p O 0) co Q O T Lf7 T m c f M o Z `m z c E CD E ' • P3 c �p a v -j v a o c JOB NO: 23-05729-05734 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 I N i `v 0 N I 0 cV J -.0- LO 0 I N 0 I M i I N cR i M v CT .8 Q 0 CV I 0 cV 0 J 0 rn 0 I M v cn c �L Q rM Q I� a E E x 0 c a 0 J v t� M O L un 0 0 a. C1 04 3 S 0 n M. Uj 9 (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 PO I NT w/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAIEVENLY LS SPACED EVENLY EXTERIOR FACE OF BLOCK „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE --t WALL IS 1 1/2 MAXIMUM INTERIOR 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. Sl.� IN, 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)1Old TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) Od NAI S CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 10, 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. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF SCALE: N.T.S. S4 MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE -SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TENSION FROM EXTERIOR WALL CE OF BLOCK WALL IS 21/4" \ TO DRAIN CL EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. 84 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCKOUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J ■I�!� I■il�l�l�■I�!��1■I■■ � ...- .. - .. � � .•. •-.. VE . _■■r � 1 II �IIII IIII� III ■ _■�■Irl �IIII III ■• lil' Ile■■ IIII� NOTES: iO FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. �3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 112" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J e 0.' - W T > MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGEFLOOR ' TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. e a p POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 10" 6 3/4" 31/2"- S�cF �Ow N 2x CRIPPLES @ --� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P: J-BOLT TRACK BRACKET AGE R vvvnrnnvn W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' -4' 1 (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) 1 (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ''" HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 01 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4. SIMPSON SIMPSON �0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 (TYP.) SEE ELEV. $sue 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 SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) c"'i O/C FIELD 2x TOP PLATE v 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC, FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCKMIM- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF sr8, SPLICE STAGGERED 10d @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/ 4 16d TOENAILS T076P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP2 .r NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SP1 SIMPSON RECESS / SIMPSON SP4 LINTEL / INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING --10d NAILS @ 6" STAGGERED <o I 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) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) W 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. t & NUT ROOF TRUSS ABOVE !- 2X BLOCKING I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY K*R� REV. 06.24.22 SCALE: N.T.S. N_ c 61 W co L_ Q O t• v C3. C"i C ICI G.2 N El CO o :�- y'OCL y C R 4=C'`r� d ai C7 _r Q ac 3 Rdd� a A p `100"!t1ltCitJJJJ/Jf/ cad ', •� • �:'it � '' F L O`er i 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. H 8 EE S a p 0,U 2 Co V O c `$ n W4 ID rnM0L d a Q a �LLLL; c? Z 13Z L rrn o $ 4 °z �i 7 W A M J Q W (22rn rn d z f9y w Cep} _' "" M z y N CJ H OU ❑77] W (D Z N h z � z N U) M N z o C5 V 0 LU to w � 8 Tz U IgD ¢ 0 N so o � M J O S w a < LL_ E w � u � 7 O C— U F— r6 !Li0 u on o J V 01 z o E � n w 0, L C n 8 < oz n w m 0 in C phpi 4 F !Y ab �0 3 y T o �o az Tw W NLL � �� L5 OU c CD0 > 00 N ai m m N N ` co M LO �--- � � a N .— •-_.� Cr N E T- 00 M U) U CD N �- O LO r cM LO N CV O cfl Q O C° N T LO T E M r � � ° z z c E E to = a 0 ¢ o JOB NO: 23-05729-05734 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"x1 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 1 O/S5 MAX 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 45°t / 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8 -0" 0/C EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM GER TO SILL 1/2" CDX PLYWOOD OR d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1OdX3" @ 3" 0/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS)ji 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)1Od TOE NAILS @ i"I�' FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)1Od & (2)1Od (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 �� \ W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. SNAILS AND 12" O.C. FIELD AND 1 END TYP. TOP & BOTTOM ATTACHED NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, x " 2 x6 P.T. SILL 1/2' x 8 NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES @ 'J BOLT @ 48 0 C 2x4,T' ON TOP OF PANEL 48 O.C. INSTALLED PER MANUF. I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING FASTEN WITH SIMPSON HGA1OKT w/ (4)1/4"xi 1/2" SDS SCREWS TO @ I I SIMPSON META12 w/ (7)1 Odxl 1/2" NAILS AT 6'-0" IN 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 O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER MOISTURE BARRIER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR T X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N to ;0NOTES AND NAILING INFORMATION to SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2)16d NAILS WOOD TRUSSES �O 50 co 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING 1 1 2" " RIDGE FASTENED AT AT 24" O.C. ON TOP OF It EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT �� (2) 2 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 Qp 48" 0/C FOR THE 2 16d NAILS ( ) 2X4 L CKIN G @ 24" 2x4 BLOCKING (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF OICTRUSSES 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 THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5o 4INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2)16d PER JOINT 2"x4" MIN, SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" ,SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 10d XO.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 1 O/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 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 PANELS BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS i j SECTION g L SCALE: N.T.S. CJ`CJ `MINIMUM (2)16d PER JOINT MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a MAX. 9" UNSUPPORTED, IF >9" SEE 1O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4'7" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS E�n�TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT SAT SP2 w/ (12)10d NAILEACH STUD (2) 2"x8" "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. REV. 06.08.22 S5 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 I CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) Z W CL BRACING w/ (3)1Old x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION 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.0.) L' BRACE 2"x6" (U.N.O.) L BRACE 24" 0-0" - 3'4" T-0" - 6'4" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) '—STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. o 0 a ✓qC'� C ORNER JACK Y va W Z cc O HIP FRAMING REFERENCE PLAN ' o a m NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIREDZ 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 L 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 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION e+� N o. N' O o >a O y 4 to C N —• .fl m se N �O O y o er t N y O l0 CL 0 cc3 0 tj z'd c o • T am r� N =- G [— o a 2 w :1 E 1111 !11111 ,\X`t,a� f 0�0 V' /V J Z�oA. ' tr ,) pi • .bi ,M C f� ^y Ce r' 1 o All <Ogltfl;fat"'. , 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. 0 I g E Q rn O = 0 C" w 6. 0 C. LL (n t` ti LL W dl Q rNi c W LL li -9 LL U. a = Z z T,2o= 0 Wv°52piOi J z 7" w N M Z N H = do ❑[ W CD $ Z N � z� 2: F:� Q d N (n M L L LU V: VV) C ® w ~ E $ I x c Q9 N O o 2> E Z O p >ZZ N 6 0 1= V Zo FM- C' C o ZSEa� 4a O � 2 3 vIi 3 W c7 O KZ < p Nw m a o w `� s >g 7la u c CD 0 goo U (O N & m 0 0.4 CO � H CO N M LO COCL T— E T o (a C:)T_ m 04 N H 0 T_ c`� L0 C? M Lo N N C> C.0 O N r �17 T� y Z 3 T M o c E O ui cc c a. U Q O JOB NO : 23-05729-05734 SCALE : AS NOTED SHEET NO. S5 rn 3' co 1 M v 0 Q 0 cV I 0 eV rn rn r- to 0 I N LO 0 I M i I c0 N co Mi (C7 21 0 Cr C/11 0 N I 0 04 J M LO 0 NI rn LO 1 I'M i F_ 22 Cf) -0 01 ,Y `o 3 a 0 i 0 a F2 E L O C J C 0 v 0 J a> LZ N N a 0 N O LO W v 0 Y O Uj m ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATION--- BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 0/C WALLS / 1l2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEa, - SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM 1 ER\ 1 1 1 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8"`♦ GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB — INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FIX WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY EJ- .-ter .— 4 ' �O `� c 4 dill c) 6x6 W1.4xW1.4_ '. 4' 'a • WWF OR FIBERMESH 4'. ,4 o .. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 Cn FOR MORE INFO w LIJ 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 co APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. LU I= INSULATION PER CHART ON FLOOR PLAN rB R S6 S6 r ETAL SEAT 1 OR FELT PAPER FOR 1 MOISTURE 1 BARRIER i� r STD. 901HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cn U_ U 4"x4" INSPECTION PORT AT cc CL EACH FILL CELL TYPICAL w C- AT GARAGE CONTRACTOR LO TO CUT BLOCK OR POUR CURB DUE TO SLOPE /— NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE GRADE `-STD.90'HOOK (3) # 5 REBAR ON 3" CHAIR - - (SEE DETAIL) W/3"MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION j REV.03.16.21 SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO ST.._ 2nd FL00 BEAM/GIR 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SIMPSON LSTA24 STRAP w/ (8)1Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL----� BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL---------'r - / 1\ \ SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: " USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "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" O/C, 2 ROWS STAGGERED E S6 °p FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS °Q SEE FRAMING WEEP SCREED Q PLAN ' . INSTALLED PER MANUF. Cz r G Y 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS I I END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK IF SEE DETAIL 2/D2 FOR - MORE INFORMATION 2ND FLOOR FRAME CONNECTION rR PARALLEL TO MASONRY WALL SCALE: 3/4"=l'-O" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSIE 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) 1Odxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK w Lu U) 15/32" OSB EXPOSURE 1 Ill x II SHEATHING PROVIDE II II BLOCKING AS REQUIRED PER D SECTION X-X IF II II NOT FULL HEIGHT SHEET C II II II II G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 7 T_T I I� 5/32" OSB EI EXPOSUR EXPO� SHEATHING W F IIII II SOLID 2x III O III II II II I o ALL BLOCKINGSHEATHING C 0 EDGES (SEE III OPENING SET N X-X III C III x II II xW II II 1 x E W _ 2x STUDS III IFT III II II II BEYOND. y SEE PLAN IIII I I II IIII II II I I 0 rn II 1L_I -1 _II 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SEE PLAN BLOCKING WALL SHEATHING BETVdEEN FLOOR SYSTEM WALL ELEVATION DIAGRAM FLOOR CONNECTION B MASONRY 1ST FLR. SEE J/S6 S6 3/s° s NA @ SCALE: 3/4"=1'-0" SPACW FOR ADDITIONAL INFORMATION. 3/4" I„S � 1/2" RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR 71 ADDITIONAL INFORMATION 2x BLOCKING HORIZONTALLY — @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE ° ° d ° /0:. SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ / GARAGE SIDE IF APPLICABLE 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#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH " III III - I r ' (3) #5 CONT. ON 3" 8" 1'-1 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION. S6 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 SECTION X-X SFF �Off, N 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) �FNr,IR�OR WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Ys" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ye". y ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ Sd COMMON NAIL s @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O QD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. rsn @ STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL w Lu o c O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER q 0 a 000 w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. U) LL O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL - N w O MEMBER IF GABLE END c (LL NOTE: • 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". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED -- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP, P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZON ALLY @ 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 M -1 I I_I I_I I I_I I°° A 111-� 1-1 I -1�1111�111111111 ° ',;IIII III -III-, (3) # 5 REBAR ON 3" CHAIR 4" V-8" m 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) (2) (1) (2) (1) LSTA30 4'4 (2) (3) (2) (2) (1) LSTA30 9'-16' (3) 3 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)1 Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE 0? q ;IIII ; r W/3" MIN. CLEARANCE ALTERNATE FOOTING @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. u eh N N� o C" v C* LLr N G F � N -"1 CI - cc Q •- A H m cc 4 4P 01 N 4 cc w T T. as N c A o o. W r{ T I/p FL+ ^. 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 Englneer"s signature and seal. 0 F $ of S N 8Go 4 O N 5 ( �y�'�" C •�-C9 N LL c 0 r� u ii rNN 0 a a ccU_U. a YYi c� 0 0 Z Rcrn 0 0 L'4N (p Co U Q W 2�� d Cn ILW QQ�W * N O U ❑❑❑ W L 00 �j G � QQGQ P1 N M zC1 �N <L 41 cn f6 w o U 0 w N c Y �cn di I _. c Q _ 9 _.J U_ `Ei E z� n� a• E wi ❑a F rO a a8 U J40tt �o � U z can N t a `s a z xW o� (n C M C ox m'j o 1 z po J ' <w im C§ 3 1w �Z �w W o qQ ;o Mj M V ¢ zl4 a _ O �+ c O �N W U co N T ro � N CO � I- � L N Cfl O M LON � r LL E Cr Y 00 cc U O m N N T C CAM NO O co Q O C° LO t T � C1 0 T LO Z Z E Occ E D p U Q p °3 JOB NO : 23-05729-05734 SCALE : AS NOTED SHEET- NO. S6 (MONO) 3c I ra N I NO 0 Cr 0 a ca 0 CV I O cV 0 J 0 I N r^ O Cn M I N co i M 0 C Cr 0 0 CV 0 J Li 0 1 0 I Cr v C rn 0 Q v+ c 3 r•M 0 i a FT O `o c c rz U J w LTZ NM O M �i 0 d M 0 LO 4? a Y Q M Uj m v a> a v N SCALE: " = V-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 / 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 2X4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLU AT STRINGER CONTACT POINTS E� \ L`f2x'SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" VVALL f—A ALIGN THIS STUD WITH FACE OF 2ND RISER 1J41) >YP CUT TO FIT 1 ' %RS IN WALL I --2x12 SYP BEARS IN WALL I 2x6 SYP / 1 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP / AND NAILED TO FLOOR WITH GLUE (SIMPSON1MT2 12 w/ / AT STRINGER CONTACT POINTS NAILS) (IEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER —3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER-// r 7� I SIDE) 70 BOTTOM EDGE OF 2x12 STRINGER STRAP GLUED TO / / \ —2x4 DRAFT RISER AND TREAD STOP —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS I f / 1 -I--2x4 BLOCKING FOR 2x12 �/ I 2x4 PT UNDER 202 I ROVIDE MOISTURE \ PROTECTION ATTACH ALL COMPONENTS / OF STAIR TO CONC. W/ 4" X 2 " TAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ J' X NAILED TO STRINGER 2" TAPCONS @ MAX. 32" O.C. \ G-1 _- --- TOP OF ' \ STRINGER SECTION VIEW SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK �N PER CONTRACTOR PROVIDE I BLOCKING I 1 STRINGERS G I 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 1 \ 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLU NAILS)d x 1 1/2" STRINGER CONTACT POINTS SECTION VIEW "D" SECTION VIEW "E" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP / 2x8 SYP DRYWALL STOP MUST NOT TOUCH SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL ---2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D -3/4 PLYWOOD ON DECK `2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2X4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE--' AT STRINGER CONTACT POINTS J SCALE: 1" = 1'-0" f2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L1x4/GLUED AND NAILED TO STRINGER KOR DRYWALL SPACING � 1 H N SECTION VIEW SCALE:' = 1'4" SCALE: 1" = 1'-0" -3/4 PLYWOOE ON DECK `2x8 SYP GLI AND NAILE1 FRAMING 2x4 DRAFT STOP 2x4 BLOCKING NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN �\ // L (2) LAYER" EDGE GOLD OPTION: 2X4 CUT ON OSB OR PLYWOOD BEVEL GLUED AND OR 1"X16" LVL NAILED TO SUPPORT ATTACHED W/ 12d NAILS W/ SIMPSON H3 @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" rLwo CTION VIEW SCALE:' = 1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED ANC NAILED TO JOIST. 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING 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, JD NAILED TO WALL BELOW JOINT TO )ISTS) u 2X STRINGER 2X BLOCKING PSON MTS J2 w/ I 10d x 1 1/2"AILS \D OR V2X BLOCj�ING AD � RISC VARIE Ar ECTION VIEW "H" SCALE: 1" = 1'-0" e+a N N `1 c M m is ri7 a• "' m N 10 O i y O G 4 � N Y > E s CD a ZZa _ : iv a, m � ca as c cy o ¢ CJ L v • �v ' w • cn J �J ` •N� FLO ..�, 4 �Y P` ti4 a aai1�9 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, a g 8 S ti J J Y 6_" LL U. ip M v of a u_ a C U. Z rm� � fV(0 m LU W fe J o�-rn d 0 z w U) fM Z CaJ y F= N * O U ❑❑❑ W z M zW93 a � N - f1 z0 w � p V 0 Ln w N c '3 ca w `9 Eoffal Q � N � m o zz z z a 5- K U_ 8 E w Zs z Q E V !� N _ �a U oa Uo zO ~ �Z t �dG m0 W �d m v sp <w_ aW W C/J q V E U a V)F vLL - '2 J w� 1� �I SI� U } TO > 00 q) = U c7 `) N M Liz co r L _O N N C 80 m2 cc U O ,— r CN N �- co CV LC) C O7 CD O M r � L I C= 6 z c E O E N B Z toE a L) o of p c JOB NO : 23-05729-05734 SCALE : AS NOTED SHEET NO. ST rn 3 I co N c0 I M r 0 chi tp 0 CV I 0 cV J f` C) 0 I rn n LO 0 I N i I cV 02 v to 0 cV 0 N J 0 I N r- 0 I r•7 i 0 tn -c a N O O a F2 E 0 `o J d v 0 J LZ N N \ 0 0 a N N a� 0 tom/) C> M Uj a DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL � DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCTAPPROVAL APPROVAL FOR CONN. P.T. TO PRODUCT APPROVAL FOR CONN. FOR CONN. 1 X 4 � 1x4 P.T. � FURRING 3-1/4" LONG X 3/16"0 1 L FURRING 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16° 1x8 P.T. TAPCON @ 16" O.C. & 4" FROM EACH END w/ MIN. 2X8 1X8 BLOCK@ SPACING 1 „ DETAIL O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH �� -1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL 1 x4 P.T. & 1 x8 P.T. STAGGERED @ 12 O.C. 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM DOOR JAMB (REFER 1x4 P.T. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN 1 4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT X TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. x 3-1/Z" TAPCON @ 16" D (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END wl 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 �., n�TA I n -1 1A11 ME=A II STAGGERED @ 12" O.C. I- A" r)I=TAII BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS( CC SCALE: N.T.S. SS 1/4" MAX m SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 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) 1Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHO 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 WDW. INSTALLATION DETAILS OR THRU --� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK 21 0 WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. l /4" MAX EMBEDMENT INTO .) 2-41 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 B 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 7116" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. SS ► SECTION A -A 811 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)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. 1 x4 FURR PROPER INSTALLATION MAX. $ #5 REBI (TYP,) STD. 90' FILL SOLID HOOK 0 BOTH CELLS 71 NOTCH WEB AT ±5^ FIRST 2 COURSI ,APACITY = 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'/Z' 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 2X6 TO 2X4 NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE 'IS" OR 'IN". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS, SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS 11 SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. SIMPSON H2.5A w/ (10) 8d NAILS 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —J IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID " MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6'-0" • r,;, �. GRADE ►. ► - 2 D ° C14 ► - e Z e (2)#5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA, WAY .00 SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" `— FILLED CELL PER FOUNDATION PLAN r YP.) FHE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS 1� 1-1#5 REBAR (TYR) 1# ## 1# **1# I� #1057D. 90° HOOK (TYP.) FILLED CELL INSTALLATION SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE -�--- j ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED I I SS NAIL w/ 5/16" HEAD F CHANNEL, I DIA. @ 24" O.C. FASTENED PER NOTE 2 BELOW—I—V--�- L CONT VENTED OR SOLID SOFFIT CONT 2X4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" 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.* / 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 2xO,,FRyq * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. + �FIVOpy (2)10d NAILS @ 8" O.C. + + + TO TRUSS TOP CHORD + + + + PLYWOOD SHEATHING + + + BLOCKING AS TRUSS + REQUIRED TO + SUPPORT SOFFIT 2X4 SYP . • EACH TRUSS CONNECTOR s SEE LINTEL SCHED. 71 PRECAST LINTEL SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT P 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE::` r- - 1 B @ FIRST COURSE 4� H SS 2"x BOT, PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" 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 - SIMPSON HGAMI0KTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO + SOLIDFILL 1 W/GROUSES SOLID WIGROUT ° r FOR OVERHANGS BETWEEN OVER 1 CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ° OVERHAN • •, .. r RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 r-011 51-011 SCALE: N.T.S. ► ! rP 16, • ' #5 BAR j. ► ° ► p. 1-0' . .. ► • . CENTERED W/ ► . ;' • • . •, IN TOP Q ► d KNOCKOUT / ca .; • CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN •, AND SECTION DETAILS CLEAN FILL .► •• • DIRT z •: " STANDARD 4 #5 BAR IN 9C1 HOOK FILLED CELL . -. r . -., . -., , . •. , ♦ter �r ♦ ♦VI; ♦ ♦�. ♦��•NK STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' :ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY LWI 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. e•o) 0 N' r C" c3 o dUj m w —� C N fJ N .o m ac N�oo� 'rn .ti c.l s N y G d w i -5 x 3 A �dd.o C. o Z N fl. C to 0 w lhi i't1 `tji,}.•• �� /{lSf j;/� v,, ry- tie 0 V y• 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 - Resldential 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 H .4$�0 E $ N N 4JM Ni �i t71 M LL tJi W 0. CIL U.Q ZZ ? C 2Lu m W r Z w 00 LO mZ Z O ❑NQ❑H 04 W z z a z ^1 W O .O- w tn VV) C r6 notr—• w 2 = E L = c a � r. 0 see O J z _ J lL E Q S zg oa z a >N ® E z 00 8 E oa a be nG Z L o rr %n r0 y C Y ax m0 z zz W j dp T$ 7 MI5 mi v Ala 0 0 > 00 = U to L 9 2 �--. M O LO r CV CL N T 00 Cr 6 cc U T O r— CO 04 CV a--+ U-) M M LC7 (V fV O co Q O C0 N Cf)T Lo T m � E M y Ln o r_ m E O o c a U .°j a o JOB NO : 23-05729-05734 SCALE : AS NOTED SHEET NO. SS "DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING IRW oil gNUM LWAR 1 X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.)r1 SCALE: 1/2" = V-0" G.T. -r--- ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 12D NAILS --} AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: 1/2"=V-0" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS FRAMED RIDGE 2X4 STUDS & PLATES AT 2.O.O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014CON MAY B M 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 SIDE w/ (3) 12d NAILS WHEN OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD RUI SIMPSON HTS20 W/ (2) RESI REQUIRED SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & - X 1 1SI EACH SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. •�C 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX &EACH END ALTERNATEA DIRECTION TYP. —� A A CHORD AT ALL HAND FRAMED AREAS TYP. �--�— WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"=V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 PROVIDE 30" LAP SPLICE @ F.C. REBAR. ROWS OF 10d NAILS @ 4" O.C. —FLOOR TRUSSES @ 24" O.C. IZSI DOUBLE KNOCK -OUT _ BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. HIP COURSE - LEDGER ATTACHED TO MASONRY W/ G.T (2) 5/8" DIA. TITEN HD MIN. 5" EMBEDMENT PER 54/1311 SPACING SIMPSON HGAM10 @ 4'-0"O.C.T&B FLOOR ATTACHMENT 50 SCALE: 3/4" = V-0" 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 T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT PROVIDE 25" LAP (2) SIMPSON SDWC15600 SCREWS @ SPLICE @ F.C. REBAR EACH TRUSS TO LEDGER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AR 5 1000 SQ. FT. OF FLOOR AREA & SEALED - PENETRATION AREA W/ FOAM. DRAFTSTOPPING �/� / SHALL DIVIDE THE % CONCEALED SPACE INTO \ ! % - APPROX. EQUAL AREAS. TOP -CHORD BEARING FLOOR TRUSSES @ 24" O.C. 2) 2x8 SYP #2 P.T. LEDGER ATTACHED TO MASONRY w/ (2) ROWS 5/8" SIMPSON TITEN H D, 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 SCALE: 3/4" = V-0" 2'-0" MIN. 1'-0" 6" 6" 1'-0" 6" 6" 1'-0" J. TYP. TYP. o 0 I 0 O 0 0 I SPLICE 0 O I O 0 0 0 Z-0" SPLICE BEYOND 2'-0vl 'Y- PART. ELEV. VIEW (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. EDGER OGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" v, 061•T., 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 DETAIL - ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"=1'-0" M\ -4 -)A -rnC Kill ILS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" D.C. T&B TRUSS (6) .162" x 3 1/2" NAILS TRUSS TO LEDGER & (4) .148" x 1 1/2" LEDGER DETAIL SCALE: 3/4" = V-0" NO MINIMUM AIR SPACE w/ BATTEN STRIPS 1" DENSGLASS ULTRA SHAFT LINER 2x4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) (2) 16d TOE NAILS @ EACH END IRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE \ RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOARD ABOVE AT EACH SIDE-7 OVER PARTY WALL STD 909 HOOK 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR UL-U905 (see 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" O.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 CH;IftFRM G. FLOOR TRUSS FOR AN AREA < 1000 S.F. AFL0O AND SEALED PENETRATION AREAS W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUALAREAS (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP.—// (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 8" CONC. BLOCK (TYP.) PER UL905 — 1x P.T. BASE NAILER 6x6 W1.4xW1.4 WWF. —� STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ _ ROOF SLOPE MASONRY WALL SEE FLOOR MIN. 2X4 #2 SPF P.T. PLAN FOR MORE CONT. W/ (2) a"x3" INFO. TITEN2 SCREWS @ 16" O.C. TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 52 SCALE: 3/4" = V-0" PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING 12 BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK SEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS `�. ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING.—� 2x4 LEDGER @ 48" O.C. SEE ROOF PLAN - - MAX VERTICALLY NAILED FOR STRAP INFO. TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. (TYP.) EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3" TITEN2 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/ X / 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 EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO i---1x P.T. BASE NAILER ONE SIDE OF THE ,--STD. 902 HOOK FLOOR TRUSS FOR AN AREA 5 1 00 S (SEE DETAIL) OF NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA & SEALED 4 10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ FOAM. DRAFTSTOPPING -- SHALL DIVIDE THE (2) SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. T�)DHORD BRG. FLO STEM -DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT -1" P.T. NAILER -R-3 MIN. INSUL. PER. FBC. -1/2" GYP. WB. -TYP. "S" MORTAR (TYP.) Z J Cn n- N Q 4"x4" INSPECTION PORT. AT '�'�EACH FILLED CELL (TYP.) 0 (4) #5 CONT.—STD. 909 HOOK ON 3" CHAIR 8" 2'_0" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION �P�W 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. PLA !�� 6 MIL VISQUEEN TREATED SOIL SEE PLAN TOP OF PLATE TOP COURSE W/ LINTEL SEE PLAN 0 SEE PLAN P OF WINDOW— LWINDOW 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 F.F. 00 VARIES WITH N SITE GRADES SEE PLAN (V O O 3 #5 CONT. 20" It TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" REV. 08.20.21 N , N" C" o o -o T W O t � aC_o cc C..) fl 12 x �LLa y R C= Q rr N Y � N E c 3 cc iv y ar � d c o y n• E eo 0 a. 0 � �J CEO 4 - O a F L .• o'••., xOF6•SS10NP' W ��•�irll!!ll!t111'�00\\ 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 p0 M O �p S � O � :: i � p ; ,n ao 0� LL U. 4 HMV LL a dc� a _ U_ Z Wo 2oo 0�0 a m-'m LL z z 0i w N M U I_ Z OU ❑0❑ W N `�M 10 Z o Q - N 0 1v l O V) y MIN'— E 8 .�2 U � 0 6 U_ Eg� E S. �o a Z c OE �E na � U rc'2 <;W <o C', M s yU o 2F z mw J 8 3 am 0 h o to 3 n U a� a x5 ,o = O 00 (D a; c CD Cc) k LL co O M Lo = N a N 1� T 00 (n -2 U T— N 04 0 L0 C � M o � N O CD co Q O T Lt7 \� ui M ' I r M N iz o z C EO E ai a .. U � a C p JOB NO: 23-05729-05734 SCALE : AS NOTED SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT 4 SEALANT JOINT WINDOW BUU CK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK c 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 STRUCTAILATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT ^' ^ ' ") WEATHER ✓E BARRIER & ;ARILY SECURE WEATHER RESISITIVE BARRIER TAPE (ASSEMSLEDWND ) HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure 1 resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE - - NAILING FLANGE SELF-ADHERED FLASHING HALF ROUND WINDOW SCS 06 02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER 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 Rinstructions in each detail that corresponds to the numbered items in the list 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 SINGLE JOIST SELF -ADHERED FLASHING 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 JOI: UNDER DECKING (SEE DETAIL WP07) ED FLASHING SELF -ADHERED FLASHING DOUBLE JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING O 2 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN 1'4" PER PLAN SHOWER SEAT WEATHER RESISTIVE BARRIER .N SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS --� UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SHEATHING Q F SELF -ADHERED FLASHING 3" MIN SELF -ADHERED FLASHING OUTSIDE CORNER DOOR ROUGH OPENING - 3/4"-l" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST 0 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 8 2 SELF -ADHERED FLASHING PATCH SELF -ADHERED FLASHING 1 2 4 5 i I I I I I PLASTER STOP II I I> III I 1:s I I 1' S Its I� III I� I� s I� IIS Ii - CONTINUOUS BACKER - ROD & SEALANT A WINDOW UNIT SLOPE FLASHING REQUIREMENTS 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 11 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 20 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 1 CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS 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 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 AD ESIVEASSHOWN) 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 A 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. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING 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 7 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. w t R t t B 7.7.At built-in autters. FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER a er esls an arrler Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -^ - DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - - - BOND BREAK WEATHER RESISTANT BARRIER- - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING 4 STRUCTURAL SHEATHING STRIP OF SAF ' ---- ----DRAINAGE PLANE WRB I BOND BREAK WRB it -SF LATH STOP ----------------- 'ER NUOUS BACKER ROD LANT NTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar caulk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all era CV _o -_ N ' c M a '-=' u ca o N x = Id. !Z rA ro o V7 .D !V = N O C rr CV Y 3 2 a m o..-_-. c eo y m .a =E A o a 0 cn 0 N ci O 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. 0 a 8 g 8 4 V 1d C Z W J), Z LL uu N rNi v a � u- uJ 0. a o- & M Z 103 (e z 8�0. - r0c �Z gW 0 ��rnNM W LLKaW z �>Z U _N ❑❑h❑F zoU W CD � z o � C z ^� CD a $ N M o C1 a--+ N - � 0 u S cn c Y Jl J U � 0 c Y N w ioo o w lL E a uo® O E U w oa rp .6 Up Z a 2 C � G �d w m i M c Z m� Ww'W VJ T �! d 2p U In a �t v ilar ia 0 c O 4 U c ai (D Co � L `� t0 O N ILn T_ IN ECr ,- 50 f n �[ V / U-0 O .- M 04 CV t- p LO r eM LO CV (V It O co Q O CO N In y r M T o T y LO Z E O m m 0L E .. 0 - ¢ o � JOB NO : 23-05729-05734 SCALE : AS NOTED SHEET NO. W P HURR/CANE Mounting Brackets ((10 Gauge, 4-t/2'x4-1;2"x2-12" See Anchot Schedule Bolts 112' Dia- A32S Gafv. ' N14Self-DrilBng Screws A/C Ul�at &raters Edge Hurricane Strap (Typirak 3 in front) Front Cross Support (May be cut tow) Left Bracket (16 Gauge) p 14 Self -Drilling Strews Thru Brackets 8 Back Cross Support Into A/C Unlit Bottom Side (Typical: 3 each side for hurricane use) 1 asps° Washer; Self-t king Nuts Sph'..ii. p1.l:itlNlrel a19efWltltxli ors )11.N1lIRl wd31 rx)r I Iu11Ys:. 1111iilc Emus -passed 5cal Drewlrg avagAls, upon sryran 1 rmd &a will apply) Sack Cross Support (May be cut to tNi Right Bracket (16 Gauge) Florida Department of Business & Professional Regulation Fega i art Building Codes and Standards 21a2m1 Product Approval Application Detail :-" 1,,::'•1 "akhy. ,y?l'" J+ U^Y .'•^ �a'y. ,;a}, nTi 6s,:�s ..: x-e A:, X '^,..-�: �, tt, .. J.',!�rtA , .,( "::g M% 5^'',I�Si„M. i 1n1 ry4,:1. § )i Tf.'' � .4 4 i rr f J.i h i •�, fi,�, 1'i.. f+.u.`.�.i'�Y� - ,�, 1 �iS�,y.l �y,�y�F F�7n� ,� `�"� % fi. :1,r`'ii I ""V'..:.`,�id �i,�.. ' ,i ., .�tf ,.,53��'� F:7?h?;S'p ,Z) ? .I§ .�',..-�r -. .\,f�fit:^.4.'�•,,.,,Ls....,ws.v.ubr1A;'at,.....+r+'tn` -I) t .,nti,ran n;?11n�.4.7ri41! p . . t y"�-�it� �b. 11h ilht'�: .0�741.(F. ,1:. i�..0 _u,...M,auL+ �r ;a.,�li �•i .� 1 �^ r. j,•f: lnt�t,'� t=7J.� C...,,..,.r , ,4:C.1 .:io'1t,�r. i+,�.1#'S'./it.,.: _ w. - ......._� ; n' Sags Entity or ➢ I =1 out Jg;t Mute viNm NllWWM Conlaor endriterAlkeies VaedetedIN )hp3tl OUDMUIed F&CAmrovr Apor lSMIi Amrmetl. 2020 Smart Venl Products. Inc. Pattern Graham Harms. F Nano P E. Locke Sc her P E. IZMSM20 /21142o20 12282020 Apv.,d CrapaY: StrutlU.l COMDa t$ (677) 44"368 PE•73778 (334) 300-1800 SutbCategary: Products Introduced aa Result of Info($smeMentcom N.a Tedineiogy O.MIL n Mathed: Evduebm Report it- a Roma Registered A,.httect as Ucemneed Florida Professional Engineer Awl laded r.re.l. latbraMama dwlMAaeuraa¢e ADproysdferUse g�g$gon Sam m.HVHF A4tr0Yojxmu 261110Ld= Impact Ruleast nimm Pd&HILL 1 r?MnVent saodel #1540.510 Dust Function Plead and WMIaaon Vud 12131-7023 Yea Yee NIA .100E lDO 2 emadVent Mod.l elSdO81t Dust Functlm Flood and WnNetlon Vam /21l72073 Yp Yee NIA •100f 100 3 dnedVem Model Y1540520 nslf ZFlood Vent 12omm Yes Yes NIA s100%100 4 9msrnVant Made)e1540,521 nsWted Flood Vent 12f312M Yea Yes N/A ♦100h100 S SmamVent Model #1 540524 18aqud;GMga Ooor flood Vom 12/312023 Yes Yas N/A N/A 6 SmenValll Model #1$40570 Wood Wet Insulard Flood Vent 121s12023 Yes Ya6 NIA -10D 1DO 7 SmsdVem Model N1540614 14.51qud: Oanpe Door Flood Vanl IW312023 Y. Y48 NIA N/A Florida Department of Sualr)ees & Professional Regulation Pap. i er1 Building Codes and Standards In4rMl Product Approval Application Detall d r -�<., ^, .� , :. ... •.(.''1�''^,T��'�1' ,u.eu�.�� / � 1 t J` i on Sa>mt 1(aw or 29t m Date Pwxom tau Milan version Iden11t10W! red" Erlaarrau.yr).. 3faI1 ass Y&IW" Submitted LBQANMUK AmEkna $aYS ReNrnc 2020 Drexel Metals, Inc. Jason Shumate Zachary R. Pear Locke Sander P E. 06/1102020 OWW202D Oe12a2020 10113202O Apprwad Category: Roofing 17023303-1311 PE-74021 (3341300-IKO subcategory: Maul Racing Isnurraorlgdr.amet com Compliance earned: EvaMadm Ripon flan ■ Flatda Regld-red Architect or. Lk -sand Francs FL*IIIYI Press..lonr Enpnear Rs Precision, g cluster, Assurance Approwdlew Products Daeedoularl Cooed excitation Date Inyv01 Ua Spgpy@gfg_ytilt outside Hills Shuster 111409tra Q4Mm Plateau 1 Orsael Mrel ROcmp 9yrayns 0140 1DONS. OI C 15068. OMG 115S, OMC 2005, 12/312025 Yes No NIA rOF1ac cal 5V Florida Department of Busyness & Profassional Regulation list. 2 of4 Building Codes end Standards Product Approval Application Detail f .t'� ,1'...y N:- ?( i.("�_ 4. rrF f. >s"..-t.%'r . + 0:'"rr. �7.. '!'•.^9 � ,w r ,. F �. . 1.v+' •r,"..➢ Qk LdC(s all lets DatePandim �LL ]Ian ynian JYagWiBYGIC rAEM6 IteanwraLi- Validated air YNLMW swamFBCAoaravr AacLyg AL" R. .. 2020 Theme•Tru Corporal stave Jaapersen Lyn can F. SorMUI P. E. Ryan J. rag, P. E. OM13M21 12/512020 0422/2021 06,042021 Appro-o Gregory: External Door (800) 843-7628 Pe,43400 t813j 787-6555 3LOCateeoM Standing Dtrlor Door Assemblies s)espelsonmthermslruc Compliance M4MOd: EVruallOn Repon tam a om Florida Radstel.dArchitect a a Ucenwd Florida Proferatonll Engineer EA2M"§ Pleased, Quality Assistance Apztru"d far Uss Aonrar-d far Ur k9ask gs" i hodNu a reor Name Product Directional, .2YL f&Ji oawd, HVI2 Re histaci 1 lb-Claal Smooth -Ste Nominal W39.0 Shot lmpact8quol. Opaque I20t2029 No Y. Yes WA Compost Edge Fbergi... Single Dow (Inswny0utewM X=11gufatch) 2 b.ThermFTru Fiber-Cle111c and Smooth91er Nan nsl S&N3t;a4cI;lmpad&duct: Opaque 12/312028 No Yes Y- WA Collocate Edge Filing... Single boa with SUNne(s) (Inswno/Oulvwln0, XO. OX a OXO canllo-tons) 3 c. Therma-Tru Fiber -Clank and 8modh-Star Isoclinal O8a39 6 Bad: lmpaABqua; Opaque 12/312026 No Yes Yes WA Composite Edge Fiberglass Double Door with a .`Maul Sd.Mn talervnyO l-tt XX or OXXO configurations) 4 h- r tl. The-Tru FIbN-CNarc end Bread tits NarMnr 4a1139:08qud;kripedBWd, OW1NP 12A12028 NO Y. yea WA Coto Edge Fibs.iees Single a Doo (nswingNut-Irg;X mguneapn) 5 o. Therms-Tru Rber-Clesslc end Smooh-afar Nominal AA239,0 tqu A;kr ci qudOpaque 12/312026 No V. Yea WA Composta Edo. Mattresses Single Door with Sidrere) (IrdemngAnMpMg: XO, OX or OXO ca ligurrlan.) 6 f Theme-Tru Flee-Claskand SmoetlrStar Nwnnr 64439.q bwd:krpedbwd: Opaque 12012026 No Yes Yes WA Composite Edge Fiberglass Doubts Door with or without adbli Onestnp/0ut9wing: XX or OXXO -fpurrial.) 7 g. Theirs-Tm Rber-Ctsadc and Smoolil Nominal a&039;8 Lquot:emped&w.L Ol.xsd 1231/2026 No Yea Yet N/A Composite Edge Retires.. 9.60. Door (np6inglOul4wlnp; X tenrguraUM) 8 h. Therm-Tru Flbr.Clesrc ro Smoer-Star Nominal 6&939A Lgrd:mpactLqud; Coulee 12/312028 NO Yes Y- NIA Composite Edge Fiberglass Single Doawth Sldrae(s) I Imvenla0u6wing: XO. OX a OXO cungurallanr 9 i. ideal-Tru Fib -Classic and Smoot"ar Normal WWO "clArpsoiquot Clued 12/312026 No Yes Yes WA Carports Edge Fiberglass Dade Door 00h a what Siddts OneMng/Outerng: XX or OXXO eotfigiarlfr. 10 1 Tnarma-Tru Fiber-Clesslc and Smooth-Sler Naninr a&039:0 &qud:tnp.d&m t, Glued! 12/312029 No Yes Yee WA Composite Edge Fiberglass Single Door (h.aina/Outaelag; X configuratloa) 11 it There-Tru Fiber-Clesrc sh06mOdn-Srf Nominr aM39:08qud;n-gdbqud; Glazed 121312024 NO Yes Ya WA Co mpoe(e Edge Fiberglass Sr ole Door with SIOMMI) IIminin p/OuteW rg: XO, OX a OXO conflourrlonsi 12 1 r)wmmle-Tru Fiber Clsssq and SmootleStar Nominr 08#39U &MIx:t1o#oiquol. Glazed 1213112026 No Yea Y. WA Carport- Edge Pibereess Doubts Door wit a whhat (ilOrtae 0nlndnWOul6Whg: XXa OXXO configuration ) 1 9 u dh-ace m TheOna-Tu Fba-CNaNc tlamo Nlmind adN39:8& d: d Gleetttl 12/312025 w Mmpe &quct W Vac Yea WA Wood Open Canagosite ed4 Fiberglass Sn gte Doa(nsws rOutswing: X configuration) 14 n. 11n. -Tru Flier-o-W. antl S..db,star Hahn l64039:a Lqud:lnp-d6quR, Glusid 1211120M No Yes Yn WA Melded Op. Com". Edge Fiberglass Shgte Dar with Gilead Melded Open Bldd)h(a) (howngrOutswng, XO. OX or OXO canst unkom) 15 a. ThereTm Fiber -Classic and SmodO-Star Hamlin a&"A &qud;npad&gaal Gluap 12)512026 No Yea Yes WA Molded Open Compost. Edge Fiberglass Dade Ow Mln orwithout 0-ad Molded Open Slde.twe (naWn ,outswing: XX or 13XX0 Configurations) 16 P. Ther.-Tru Filar -Classic end Smooth -Stu Nominal 64e39:1t igrd;anpadaaa ODAqua 12012028 No Yes Y. WA Crmposte Edge Frbadass Singe Door win violated Open Sidrte(s) (InernprOutiwing; XO. OX or OXO ponagu if-) 17 q Themta-Tru Fiber-Clasrc and $MOO -Star Na i-I aAX39.6 Lqua:eNMdLqud; Opaa. IM12026 No Ya6 Yea WA Carpools Edge Rbrglaas Doubts Door with or *Maul Glued Mooed Open Wastes (neehroiCutswing: XX Or CXXO conflOrallmt) Florida Department of Bulginess & Professional Regulation page al Building Codes and Standards v3/m21 Product Approval Application Detail :. ��'� •C ,dr �1 .n ei4y • Y �. ,4(j,1�'r0.'Uk Wfhi7 Yi:1f 1 fX A'T �}�t k.. �. 1`�>.;:% ), �T'l: -` { �n` tic i. :'rl :L �1 t..'. .. Ssde Inifty or Bat lets 090 Pr)rm Jeu MYan Vision AteadicWtas Sartast FpM-&-it- YJY111119 L ZNLWW ammm FOCAogmlal AROULn0 ALMA RM61pn 2020 POT Indueabs Jens Rosowsd Mlane-Dade SCCO- CER MaM-Dade SCC0 - VAL 11MR62020 1026=21) 112412020 Approved Category: I --Dipole (0411496-0100 (786) 315.2500 SebCdogery: shone Exterior Door A. -till.. fesarab®ppendurnese Compliance Ne hod: Cw"caeon Mend a LMang 011M F;N251-aa3 Praduw Quality A,,- Annotated fall Uaa Anchored la Use bam Rtilm &aft r Frond adults.Nr.roaa Mama Product D-sedppa) eand Kyingun e In MVO outside HVNZ aOr Reassert! eF�e- e 9005570(L. raw Mesa np.d) van,( Sating CA.. Door 041142a21 Yss vas Vast WA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2026 The rmaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0l40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.01-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60r0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.01-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26t2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124A NIA 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Undeda ment FL12328 NIA 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5l-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2023 All American Shutters 8t Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999r 1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc �'�Q High Strength Concrete Lintels 'S7 FL1774 NIA 5/2512024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Building Codes and Standards roduApprovalpl1b.:../on1 tfo p..p Paget of ill-22 . ' 1K`}.agg4 IsYlag`s: "��"-, 45G' � F,c0.nt•V ... rIdn^ii.., M.S.. i"}.I�YT' xnLtJ.:'T:5.Ita" �ro�v".ai ,lProduct •..,w trio . yr .. >zzne Entier air mtQ �Ltl Tin yligp Manufacturer contact Enalneer & Llcentr validated av vlollgaud suQ$pgq �(} Revision 2020 Therms-T. Corporation Stew Jaspe scut Lyndon F Schmidt, P E. Ryan J King. P.E.0723/=1 07/1212020 toll ad Category: Exterior Doors (SM) 843.7M PE-4340D (813) 7074555 H-. StrtiOntspory. Slinging Eealor Door Assembles Compliance Method: Evaluation Report from it slss(xreamothermabu.co n'1 7 La..1 Florkta Reg Stated Arched or a Licensed Florida L Profaalonal Englneer /.1 G laiijUkAjilillim Approved for Units LM.r m� t,y O. >;ege Prod ilea MaMM. Number or Name Product Doecnbtlen Contract Exbiratlpn Dals In F12 Id H ResI-rl_ 1 a. Therms-Tru Fiber -Class; and Smooth -Star Nominal 0&N36.8 &qubtlmpact&quot Opaque 12I31/2022 Yea Yes vas NJfAp ins .� Composite Edge Fiberglass single Door to G f0 (Inswng/Ouis-9; X configuraton) .0. Q N 2 b. Therms-Tru Fiber-Claeub and Smooth -Stu Nominal 6&N3g:8 &quot(mpact&quot: Opaque 12131f2022 Yw Ya Y �JJ4d IL Composite Edge Fiberglass Single Door with y ti C Sidelte(s) (InawinglOutseAng; X0. OX or OXO E O -1Ato configurations) O w Q 3 a TMrm-Tru FNwr-Clsealc and Smooth-Ster Nominal 66N306 liqua,lmpact&quit', Opaque Edge 12/31/2022 Yes Yes Yea 3 Composite Fib.glass Double boa Kith or ` � Without Snell" (InaMnglOurwlrng; XX or OXXO configuragont) 7 -O 40J 07 4 d. Thelma-Tru Fiber -Classic end SmootnStar Nominal 8aN39,0 squat lmpad&quot Opaque 12r31 r2O22 Yes Yea j'(g!A 2. G Composite Edge Fiberglass Single Door y •d.a Onsvwng/Outs"ng; X configuraton) 5 e. I harms-Tru Fiber-CW.sk end Smooth-8bnr Nominal &&#MO &quetlmp.d&quot', Opaque 12t31202'2 Yes Yale Ya WA Vl Composite Edge Fiberglass Single Door with S cialte(s) (IrtsWng/Ourvdng', XO, OX or OX0 G configurations) G. L.a 6 f. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&N3g;0 aquotlmpad&quot Opaque 1201 r= Yea Yes Ya WA Composite Edge Floorglass Double Door Mth or „�- wthout aidelhp (Imm,ngl0utawrlg; XX or OXXO configura4ons) 7 g. Therma-Tru Fiber -Classic and SmoothStarNominal 6&N39,8 squd;impad&quor Glued 121312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door (Insw ing/Ourpving; X configuration) 6 h. Thelma-Tru Fiber -Classic and Srlooth-Ster Nominal O&NS" aqud.lmpect&quot, Glued 1261 r2w Yea Yes Yes WA Composite Edge Fiberglass, single Door wd0t Sidelte(s) OrtawnglOutswing; X0, OX or OXO configurations) 9 i Therme-Tru Fiber-Classio and Smooth -Star Nominal 834113408quokimpact&qudL Glazed 12/3112022 Yes Yes Yes WA Compoallo Edge Fiberglass Dou bla Door vAth or Mahout SkWM' (Ireamrg/OulsAing; XX or OXXO configurations) to ITherms-Tru Fibw.Clesrc and Smooth -Star Nominal8&#,%, 08quotlmpact8quot Glazed 12/31/2022 Ya Yea Yee WA Composite Edge Fiberglass Single Door (IM- Out- X son ) 11 X. Thermo-Tru FI Wer Claaelc and Smooh-Star Nominal 8&*WD liquot:Impact&quaK Glazed 12131 OU2 Yes Yes Yes WA Composite Edge Flbeglass Single Door Wei Sidelte(s) OrrvAnglOubewng. XO, OX or OXO configurations) 12 I, TherrlvTru Fiber -Classic and Smooth -Stu Nominal 84,0139; 08quotlmpac%quot Glued 121312022 Yes Yes Yes WA Composite Edge Fiberglass Double Dos wth or Mahout Skrlites (lrrr.Wgroutawing; XX or OXXO configunaons) 13 m. TheninaTru Fibrr-Clacslc and SmDath-Star Nomlmal6&M.6 &quctlmpad&quot Cattails IZf31/2022 Yes Yes Ya WA Comporte Edge Floeglase, Single Door Wth 6quol;Non-Imped&quot: Sldelta(s) (Inaning/Ouls-ti; XO, OX or OXO configurations) 14 n Therms -Trill Flier -Classic and SmodRStar Nominal 6&N3g,8 Sul ot.lmpeda,quet Opaque 12/3l/2022 Yas Yes Yea WA Composite Edge Fiberglass Double Door.lth 8quotNorl-Imapal6quct'. Sidt ites (I nwng/Outset no. OXXO corlfguretion) 15 o. Trrorma-Tru Fiber -Classic and Smooth -Sou Nominal8&N300 &quct:Impact6quat opaque 12Id112022 Yes Yes Yea WA CompoWa Edge Fiberglass Slnple poor Wth &quetNon-Irrpact&quo; Sldeliw(� (InsOng/Outswing; XO,OX or OX configurations) is p, Therms-Tru Fiber-Classlo and Smooth -Star Nominal )i4N3e;0 &quotlmpad&qu0t Opaque 12131=2 Yet Yea Yes N/A Composite Edge FThe rill ass Double Door With &quotNortlmpad&quot, SNallbas (malting/Outmrig; OXXO caftuneddn) 17 q. Thelma-Tru Flbar-Classic and Smooth -Stu Nominal (19f1138;8 6quci;Non-Imped$quot Opsqu. 121312022 Yes Yale No WA Campos" Edge Fiberglass. Single Door 0 nsMrgrOulswing; X configuration) 18 r Thermal-Tru Fiber -Classic and Smooth -Star Nominal 06N3P,8 dquot Non-Impectsquot Opaque 12)31/3071 Ya Yes No WA Composite Edge Fiberglass Single Door with SldeMe(s) (IrlevAnglOurMng, XO, OX a OXO configurations) 19 e. Therms-Tru Fitter -Classic and Smooth -SW Nominal 6&N3Q;8&quot Non-ImpscAquot Opaque 12/31/2022 Yes Yes No WA Comports Edge Fiberglass Double Door With or wehout SNeftles (Ira;Mh%;/Oubswing; XX or OXXO coning urst ons) 20 t. Theme-Tru Fiber-Crsuicand Smooth -Star Nominal 8&N39.0 aquo:Non-ImpectlIquot Opaque 12/31r2022 Yes Yea No WA Composite Edge Fiberglass Single Door OncWnglOubwing; X confipun6on) 21 u. Therma-Tru Fiber-Cleask and Smooth -Star Nomm 18841139.0 &qud;Non lmpact&quoL Opaque 12/3112022 Y04 Yes No WA Composite Edge Fiberglass Single Door Wdh Sidelts(s) (InewnslOutewng; NO, OX a OXO confc uraflons) 22 v. Therma-Tru Fib-Cl assc antl Smooth-S., Nominal S&NW;O &quotNcn-Irryad&quot Opaque 12/3ll= Yale, Yea No N/A Comports Edge Fl bsrploss Double Door Mth or without Srelita (InavingfOurwting; )CXor OXXO configuratons) 23 wThermo-Tru Fiber -Classic and Snood -Star Nomins108J13g88quokNon-IrrpaI's. I; Glazed 12131/2022 Yw Yes No WA Compoaib E lg%Fiberglas Srlgle Door OnsWng1OutvwrQ, Xconfiguration) 24 X Thera-Tru Fiber -Classic and Smooth -Star Nomind 5&N368 8quot; Non-Irrpactilquot Glued 12/3l=2 Yes Yes No WA CompoWe Edge Flberglas Single Door with Sclalte(o) OnsWngifOutsMrg; XO, OX or OXO 000suratons) 25 y.Theme -Tru Flier.Clasrc and Smboth.Srr Nominal 6&039;811,quotNon-Im)mctsiquot Glazed 12731/211Y2 Ya Ya No WA Composite Edge Flberglaa Double Door Mth or Wthout Sklelta (Inswing/OutlAwng, XX a OXXO configurations) 26 L ThemL-Tru Flbar.Clasalc and Smooth-Srr Nominal 89039:0 squOl;fvon.lmgmad&quit Glazed 12131t= Yes Yet No NIA Composite Edge Fiberglass Singte Door Onswrg/Outsw'r1g; Xoordiguratlon) 27 za. Thermo Tru Fier Claesm and Smooth -Star Nominal WWII kuotNon Imsead&quot Glued 1213112022 Yes Your No NIA Composite Edge Fiberglass Single Door with Sldelits(s) OnsYdng/Ou lawng; XO, OX or OXO configurtbons) 28 zb. Therms-Tru Fier -Classic and Smooth Star Nominal 8039:08quothlon-Imped8quot Glued 12131f2022 Yea Yea No WA Composite Edge Flbergliss Double Door with or without Srelitas (IrwMrglOuteving, XXor OXXO configurations) Florida Department of Business & Professional Regulation Pagel er2 Building Codes and Standards t& 021 Product Approval Application Detail I r E�1J1:ft ^ "�J i!n.':YII �. FPM % � X(� 1(f )�`:: � I n 1F ill✓.. � � � - hi.rt'S1W�4�1N�V/ ��'v'�,'bP71 :10,1 J�I"1,� ,:.,.,. I. _ N �1'.. •..,.' I Y1 �t "d�i M < . .s..:..4..,, f, i:.>F P: . _ . t, ...i: � V V((�' ,... ,r vi, )'a^.+.r n .. .iY ,, ,.1 I: .� wmt. � V_..., - .- .' • r'i+• fit9t COla1.i �t Ant Qit.FJ11d0e Ibtt IYaI Yamm 1du100YUL iaoliiit ED1Lwa[.fiigaosL YaWWO.$t YartllW ; FBCAmaval ApalalaL aat1A RM.ion 202C MI Windows and Doan, Brent eltirov Luis Roberto Lamas Steven let (linen. PE 1bDe/2020 1DOfV2020 10/192o20 12115=20 ApprW d Crspay: Extena Door# t7171 365-3300 PES2514 1717) 31F-6434 DubOregory: Silting Exlsrla Door Assemblies L»mhgarmmn-d.com Canplrnts MsMo(t E"Mat10n Report tom a flans Ragrsrad Mdntscl a' a Lic r stra Flands �63S9.R6 Praa..lonr engine. prpduar sg)! PrrdrJ Modr. Nraneer r N.rM Product Description QaugLAssurnce AM,adlotUsa III Azatroved HV 1i for Use Imam out" HVH2 Resistant I2talm Pleasure 1 9ERIE9420 ALUNMINUMS00 SERIES 420 ALUMINUM BCD OXO IM12024 No Ya No WA 145.Y4&quatx8O&qu0i: NON -REINFORCED 2 S M&& 420ALUMINUM SGO SERIES 420ALUMINUM SGO OX. XO. XX 12MI2024 No Yw No WA Saito gt;x8(Ulcium NON -REINFORCED 3 Seines 420ALUMINUM SIOD REINFORCED SERIES 420 ALUMINUM SGO REINFORCED OXO 12/3112024 No Yea No N/A 145-3'4&.qud1x006qu". 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM 800 REINFORCED OX. 1201/2024 No Y" No NIA XO. XX"lli uor r)"quot 5 SERIES 420ALUMINUM SW RFJNFORCEO SERIES 420ALUMINUM80D REINFORCEDXXX 12/312024 No Yet No WA 143&qucl:xp8&qud. Florlds Department of Business & Professional Regulation Pawl are Building Codes and Standards IA=l Product Approval Application Detail PPt � 1.'�� ti � ':¢ r "1 r, `f ..J«i:{. S"F 5."t,�l?'c... �: .'�1f 1^ xc. tall), „u. ,. /•., .-! .X!,-''7M r Gam raROLK all 2m Iota F1adm me an V*Ww dinul mm subw a Warm Valteredm YAHUM $balred F&CAncereval Apignpli 4 aloft Rooster, 2020 Way -War, a dvislon ofOveme4d Door Dwayne Icornish Jchs E 8cates J.mayP Ain-, P E i D/122020 0912112020 10=020 12/1612020 Approvd corporation (330)7434121 PE-61737 (904)821-5200 Category: Ealarlor Dolts dkomishillwayne-061ttn.c subCr.goK Sedlarir 9XINlOF Door A.arllilles Om Corrientes Mrhed: EVruetlOn, Repair Ran e Floras Registered Architect a a Ucensed Florida yJ!12404t2e. Professional Engineer ro&CM 3tgs GAftA,.aarra CrXtradEmlrrronData AmravtlfaIles ADof t120M2 24dat= Imam R"hgarc � 13t1i1n 3 8000/810CM20091105 9&e39; Ms. wW 14e39: M. height. Glazing 12/312023 No Yes Yes -31.00435.00 6v9101e In too or IntemNdW a ➢stiles. 10 8000/8100/4MO91123 194e39. Mu width. 148639: Max height, Gazing 12/312023 No Yes YN •30.00h33.50 #"liable In lop a inte medlr0 section. 11 800M100/620001124 188009' Maswidth. 148N3a Max helpht. Glung 12012D23 No Yea Yes «34.40438.30 evelede In top or ht"Mdl&te tad(an, Florida Department of Business & Profefielonal Regulation Fla. 1 it Building Codes and Standards I/02021 Product Approval Application Detall >, i ", 4 Min y'L'&;4'✓ a}�, ;{t` --� -e -.l s '17 �F c - �f l v' 1 '* 1 _:, d e _ r . >r. / �" •F� - . Sr494 gross Or ., 90 eta- Doff PHIMOp Ilse MYp& xmwm rigmafd Endnera Lk-, j(rryM,l,$( xdgylag $wxw= Flicancmovr d&oresed $ RW- 2020 CUMCSOIYMMCTAAD0. Inc Tan Rettay UL LLC Troy Behop, P.E. IWOM20 121012020 12212020 Approu.d Carowr. EXtenr Done (641) 424.2813 1g54)947-GWO subCMepory: Erenor boa Components tan.rtlleygasse.doy.co Compliance Method: C#raf Caton Milk a Listing m F14r11&37.Ra in nand. filWlttAtay(!mi Aprawdfor USP Approved W Us. bw gesimi L¢! Pal ldlag Smolfagt.Elot�m..Qat 1,.CvHZ outride NVKZ 11-hriaDl pressure 1 a07.707.T27, 717, T57, 777,.nd 847 Sippleantl Peas Or Flurr Glued. and LDavrad,copseentl pairs Of /21312025 Yes Yet Yes WA Doors hollow, metal 0oa's. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Papa 1 d 2 1 IUM21 """rc `} 1s a W '-. .� . L ',: :;�r 1 '',: �,�„ Y. i ro, .+, h,.:. Y$ `Y i �`ar•ti. ,wY,,, 'S, 1 r n:�r � J•I aw,. I .�,5 ... �'"T•, ,r�n,^t.:h; C�r1 :. .. - + . + ., + :... %1~i'.' .*x. 8.,: , . ..: ",�. we r , v3 ..., . (r ..... i . 4,. ".w ..i� r i`s ..... , Cab tg4!L. Polls fit. Dre Mndm Data Stag YLrileD S1Ydad xgwaad ev Y*M" t P13C Ammer Auditioned$� R.Nakn 2020 MI YAndowe and Doors Brent 8tllagor American Arcnbadural Slow M. Urlch. PE 11/172D20 11117/2020 11/27/'2020 Approved category. ygndOW9 Ill 7) 3e5.3300 Manufertwwf Atisoclrkm (711) 317.8404 subcategory: Single Hung bsdntlrmrrxrrd..- ,"Milano. Mrhod: CerUlcaeon Mark or using &aumm to Ufa au F etl e1 Meth IU ter orI Intent DindlIoddinKM ProductCaorrml 2wwkAUA t mlrYlon pre InHVHZ kwm Dialog $&tlds HyQii BtYait pimusura 2 195 till 52x72 Frn,Fle nat Frame IG/6G Single Haig 10/08=3 No Y" No •".60 Leminr.d GI.. �F O N Cn �Q -ib > ca.O o .� C/�U \V V rat` e. V Cn CD T� ICU O cu Fn O = O O W O O E: .N -0 Cn �0 �.1`` W CIO O CZ Q CD E CU W Z un CIO `ID O o CL Q L U O ^L W V m CL o L w� a � Z Z Q J 0- SHEET N0. PA 1,0� a Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail KJ, ..ter.. 2111111 Waver I= yi(iigg monutegjyrgr g9Aagl AR&M er & Lidnee Validaod av Revision 2020 Therma•Tru Corporation 9teva Josperson Lyndon F Schmidt P E Ryan J. King P.E. Category. Ederiot Dose (800) 843.7628 PE43409 (813) 7878555 SubC*t rf. SWngi rag Exterior Door Aeeemdies ejasparoonethermatru.co nvomplianet Method: Evaluation Report ham it m Fbnda Registered Architect or a licensed Florida Professional Engineer FUMM"14U Prodwft Paps 6 0 9 10JOD22 no 2111 DabPandlnts 2114 y W09 AWIRRM FBC Asenn7val Aggrgmg AMU 10/07/202n OW182021 ICY13/2021 12n Sin" Approved 2W Product Modal. Number or Name Product Descrlo8on JyiigJa,&iiyiJigpi contract exdratan Dato i9DwR1MimAm In HVMZ ADDrovad her use outside HVHZ jam RasMNnt RSUM Pressure 1 a Thermo,Tru Fiber -Classic and Smooth -Sher Nominal eSk365 Squat Non-ImpactAquot Opaque 1213112022 No Yes No N/A Composite Edge Fiberglass Single Door (tnoveng/Outswing: X configuration) 2 b. Thotmil u Flbor-Claws and Smooth•Sar Nominal SSk39;5 &quoI;Ncn-ImpacAqurlt Opaque 12131/20Y2 No Yes No WA Composite Edge Fiberg law Single Door widt Stdelb(e) (InswinglOubwirg; XO, OX or OXO rrnfigurafinns) 3 aTherme.Tru Flear-Clawle•nd Smomn-Stor Nominal O&SM:8 Aqu0l;Nen-InpatdAquot, Opaque 12131/2022 No yes No NIA Flbarghs, Composite Edge (buds Door WON or without Sideltea (Inso me/OuteM ing: XXor O)= conf g.ralon.) 4 d, Them s.Tw Fiber -Class c: and su pot) -Sour Nominal 75kQ1.0l quokNon-Impeadquot Opaque 12/3if= No Yes N) N/A Composite Edga Fiberglass Mgt* Door (Inermnipoutswing; X conmgumbon) 5 a Therms-Tru Fiber -Classic and Smootf-Star Nominal 764F3e;08a(uotNon-Irrpect&quat Opaque 12/3112022 No Yee No WA Composite Edge Fiberglass Single Door with Slddbe(s) (Insv,AnglOubWng, XO, OX or OXO Configurations) 6 1 Thenna-Tru Fiber-Cleasic and Smooth -Star Nominal 8ak3g;0 aquotNon-ImpscISquok Opaque 12M2022 No Yes No NIA Composite Edge Flberglass Single Door OnsWnglOidswing; X OiDMiguradon) 7 g. ThermeTru Fiber -Cloth and Smooth -Sher Nominal 8Sk39;0 &quokNcn-Impac*wot; Opaque 12151/2022 No Yes No NIA Compgodis Edge Fiberglass Sing la Door with Sidel9e(s) OnsWng/Outowing: XO. OX or OXO configurations) 8 h. Themla•Tru Fiber•Cksek and Smooth-.cihAf Nominal BSk39;08quotNon-ImpadB,gllot Opaque 12131P2(Y22 M1b Yee No NIA Composite Edgs Fiberglass Double Door with or WthoW Sidellbs (IneWng/OubaAng; XX or OXXO configurations) 0 L Thermo-Tru Fiber -Classic and Smooth -Star Nominal 114039;8 SquotNon-Impagtll Glazed 12131 r= NO Yes No N/A Composite Edge Fiberglass Singla Door (IrlsWng(Oubwig; Xlbnfpum loin) 10 J. Therma-Tru Fiber -Classic and SmootMStor Nominal 0&039;8&quothlon-ImpaOBquct Glazed iZ51r2022 No Yes No NIA Composite Edge Fiberglass Single Door Wm Sldelee(s) (InsW11g/OutslMnp; XO, OX a OXO configurations) 11 k Therme-Tnl Fiber-0bssic and &nou"bir Nominal Sa#W;8 Squothlon-1 mped&qult Glazed 12/31/2022 No Yes No N/A Composite Edge fiberglass Double Door with or vAhout SideliNB (Inewlrg(Oubkng; XX or OXXO configurations) 12 1. Therma-Tru Fiber-Classicand Smooth -Star Nominal 7&k30;0 AquokNon•Impaa&quot Glazed 12131/= No Yes No N/A Composite Edge Fiberglass Single. Door OnetWnglOut.Wng; Xconfiguration) 13 m. Thermo-Tru Fiber-Clmeieand Smooln.6tar Nominal 781139;06quokNon-Impad8:quat Glazed 12)312M No Yes No N/A Single Composite Edgo Fiberglass Single Door with Sia lne(s) onWngrOutsWng, OX or OXO configurations) 14 n. Themla•Tm Flbar-Clwsle and Smooth -bier Nominal BU39:0 SquotNon-Impmd&quot Glazed! 121312022 No Yes No NIA Composite Edge Flbarglan Single Door (ImWngbubwing; X conngurat0n) i5 o. Therms-Tru Fiber -Chase and Smooth -Star Nominal 81111OX0&quctNon-1 mpa t&quot Glued IM12022 No Yes No N/A Composite Edge Fiberglas Single Door with Sidelha(s) (Insw rclOwuionm XO, OX or OXO contgurslons) 1a p. Thermo•Tru Fiber-CWNl and Smooth -Star Nominal 8&k3g;0AquotNon-Impad&quot Glazed 12131/2022 No Y66 No NIA Composite Edge Fiberglass Double Door with of without Sidelites (InsWrg/Ouuwing; )Xor OXXO oonfiguredions) 17 q. Therms-Tru Flbwr Ckowm and Smooth -Star Nominal a&039:8 AnwatNOn-ImpactAquart Opaque 12131 r20Y2 No Yes No NIA Composite Edge Fiberglass Sing Is Door with Transom (Inswing/0utsw % O/X conf guratbn) 1a r. Thermo-Tru Fiber-Clawio and Smooth -Star Nominal 86k30;8 aquot;Non-Impedaquot, Opaque 12/312022 No Yes No NIA Composite Edge Fiberglass Sing le Dior WNh E,datAoe) and Transom (Insving/Oute:Nry; O/XO; OIOx or OIOXO conligumbeas) 10 a Therms-Tru Fiber -Classic and Smooth Rer Nominal Slik 9quotNon-I npaot8quot Opaque 12/3112022 No Ya No WA Composite Edge Fiberglass Single Dow vinth SidelWQ OnswAngfOutaning; XO, OX o OXO Contimueus lased and Sill mMiguAtlona) 20 1,Theme-Tru Fiber-Cia"Ic end SrnoolRSbr Nominal %PWO &gtx*,Non.Inlpoot8;uot Opaque 12/312022 No Yu No WA Composite Edge Fiberglass Single Door with Sidelbv(s) Onawing/OubWng: XO. OX or OXO Continuous HOW and Sill configurations) 21 u. ThermaTru Flier-Classk: and Smooth -Star Nominal S&M,8 Aquott Non-Inpe1R&quot Glazed 12131/2022 No Vas No WA Composite Edge Fiberglass Slight Dow with SIdWWQ OnaWnWOuMWng; XO, OX or OXO Continuous Hlead and Sill configurational 22 v. Therms-Tru Fiber -Class icand Smooth -Sur Nominal 8&#W:08gwtNon•Impa0&quot Glued 121311022 No Yes No WA Composite Elbe Fiberglass Single Door with sdslb(p (InsWng/Outowng; XO, OX Or OXO Continuous Head and Stu connguratkaa) 23 w TMmu-Tru Fiber•Classlc and SmodMStsr Nominal 680E 9 Aquothlon•ImpadAquok Opaque 12MI /2022 No Yea No NJA Composite Edge Fiberglass Door Panels With Vented S cIalis(N (InsYWngl0libvrhg; XX XXX or XXXX conf guntions) 24 x ThemleTru Fiber -Classic and Smooth -Star Nominal 86M,01116quothion-Impadliquot Opaque 121311= No Yes No WA Composite Edge Fiberglass Door Panels wigs Vented Sidelikei (InsWnglOus wing; )CX, XXX or XXXX ocrtRgusban.) 25 y. Thermm-Tru Fiber-Clowloand Smocth-Ser Nominal 6&k3B;S Squot;Non-Impsd&quot Gusted 1221/2022 No Yea No NIA Composite Edge Fiberglass Door Panels WOO Vented Sidalka(s) 0nswin9r0ubw•kp; Xx, XXX or X)O(C configurations) 28 z Therms-Tru Fiber-CUsic and Smooth -Star Nominal 8110131):08qu4tNon•Irnpad4quot Glazed 121311= No Yes No WA Composite Edge Fiberglass Door Panels Wlh Vented suudb(c) OnsMngOulswng; xx ?MXor xxxx confgumbons) 27 -Tr i r r9 T)1erRet uFbef-Classic and SmloWn•Sb Nominal 'B Non -I u Glued o t ItiSk3g, of equot 12f312022 No Yes No NIA Composite Edge Fiberglass Single Doe wife 38k33,0 Single o Sidelite(s) OnsvWnyOuuvdng. X0. OX a OXO confpurelons) 20 zb.Therms-Tru Fiber -Classic and Smooth -Star Nominal 6020:118qud,Non4micad&quct Glazed 12/31/21M No Yes No N/A Composite Edge Fiberglass Double Door Wth 3039;08ideltea (I nswrignOuuwtng. OXXO Conf ura8on) 29 zc, Thermo-T(u Fiber -Classic and Smooth -Sour Nominal 8&031l BgwtNon-Irnpeadaquok Glazed 121312022 No yes No WA Composite Edge Fiberglass Single Door wkh 311ti Sidelb(e) OnaWng/Outlwing; XO, OX or OXO owlrypurmoneey} 30 zd. Therms-Tru Fiber-Claasiw and Smoo"ar NO= 8-940&quothlon-ImpadBquct Glued 12,fall 2 NO Yes No N/A Composite Edge Fiberglass Double Door with 391f89;0 SdalNw (InavanWOutaving; OXXO configuration) 31 ze. Therms-Tru Flber-C 2MC and Smooth-Stor Nwnhol 741139:0 &quotNon-Imparx&quot, Shelter 12/312022 No yes No MIA Sialn Composite Edge Glued Fiberglass Single Doo, Wth or Without 19#39:2 Sidelb(s) OretWngroubwng; X, OK XO or OXO ccnrqurations) Florida Department of Business and Professional Regulation Building Codes and Standards 3/15/2022 Product Approval Application Detail pp pp FLN6259 R31 220 Entity or 211111B 20 QeS! PW Status T,(pg VOmiO l Manufacturer Contact Erinlneer & Validated Validated Submitted Pending ARpiroved Approved Revision 2020 POLYGLASS USA Maury,Alpr rt, License John W 10/20/2020 10122/2020 EM 12115/2020 Category: Roofing S95423313305trialperhopolyglass.00m Robert Nisminen Knez4Yvich, PE ARRMUM Subcategory: PE-59168 (954) 772-8224 11/01/2020 Underlayments Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Products FL9620a31 l err btesilSi9Pressure Doman ova N Product Mold, Nin,iber or Nate ProdlJa Dnorll�l • 1 Polyglass Roof Underlayments Raising underloymentf 1Gm172022 No Yes WA a1411AI-8225 1 PolyglMss Roof Vnderaymems (HVHZ) Pdygiass roof undensymeras for use in FBC 12/2320Y3 Yes No WA WA HVHZ).medleBas 2 POlyplass Roof Vndelaymeft (ncr-HVHZ) Polyglass roof unldertryme 1t5, for was In 12230723 No Yes WA aWAI-$22.5 PRO nonaHVH2 Judadlolone. 1 Poiyglass Roof Underaymenb (HVHZ) Point&" roof undenaynlants for use in FBC 12/2312023 Yes No WA WA HVHZ)urladkilons. 2 Polyglass Roof Undereymems (nOrl-HVHZ) Polyglass roof for use In 12/232023 No Yes WA aWAI-=4 FRO non-HVHZ jurisdictions, 1 n f u I Fact P I ass Roof U derla eats HVHZ' Psi lass rod undM ante or use n Y231•1023 o d ( ) g gym Y gill y Yes No WA WA HVHZ JuNedio6eas. 2 Polyglass Roof Underlayments (non-HVHZ) Poyglass roof undedaymants, for use In 1229/2023 No Yes WA +WA1-8Yt.5 FBC non-HVHZ Jutadktion•. 1 Polyglass Roof Undenayments (HVHZ) Polyglase, roof undeHWyments for use In F8012/23=3 Yes No WA WA HVHZ jurisdictions. 2 Polyglass Root Underloyments(non-HVHZ) Poyglassrod urdellwents,for use n 12232023 No Yes WA 4WAI-022.5 FBC non-HVHZ jurisdictions. Fbnda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pace 2 or 2 3W2023 3 Loa taib,or all am aMLFtems- ails Tinat Val elanulklurr Cooed 0.0—A Ll— yoliddedp contend sLanam Pee Amrprrll Aporoyd so. R.,A— 2020 MriN Inc. Erin Minton ICC Rv.IYaben t w*A. LLC ICC EvWuallon Sella. 01,03/2023 1220a2022 01/03rA23 Appmed Category. Structural C:rpaeres (952) 998• 1635 LLC subcd.go7• Truss NO- swaldeni(grdi.am (205) 5911-9900 compliance Method: Evaluation Report from a Product EwlWlen En01y Fli21a1411BProdueh 9LOAXA11MM A=avdf team Amrpad fa IF, tm is gWm AMA Product Modal. Number Neer 1'froduct CoMedaiJm Lgotar3SmlaillsmJlata ID HYHZ OAdcb Hyrii Restated te—ni 1 M18AHS 18ga. rich strength 0uw connector Oak 12151,2024 Yet Yes NIA WA 2 M10SHS 18 ga. Wow h0 strength trots connector plate 12012024 Yee Yes NIA WA 3 MII 16 16 ga. trues conned: Rate 12/31/2024 Yet Yes NA WA 4 MT1848 is gL hiph strength buss conned: Rate 12/312024 Yea Yes N/A WA 5 WT2G4a 20 ca. Mpb shonge tro" commode Rota 12/21U2024 Yes Yes N/A WA 6 TO&. Ionia 48 a.. Win conned: Oat. 12/Jt/1024 Ya Yes N/A WA 7 TL20, MT20 20 go. trots connada Rake 12131=4 Y. Yes NIA WA 4mY TIM Yfmm Manufacturer Animation 2020 PGT Industries Category, Wind. - Subcategory, end. Hung Carpllaraa Method_ Corsican. Mark Or Listing ai heMet ModLL Narbr a Name BHA 00 (Large Mkda "pad) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pop a1 ld1Mn inbLz 292 antl DtLParotm ally c9Mad i1t11tlCA License VMW1Leb&a Ytl9td Submitted P&C Amrovd EgF@]aa ) Jena RO—W MentOsde OCCO -CER Mkn+D.de eOCO-VAL 11:052D20 IIM2020 11n 12020 /oproled (941)488.0100 (768)315.2500 lwsaaed@pgindusdesc an QWWUAUWAOSK A,,e,r d for tea &RRMM fa Usa jpong Re" Cs ddm S»DaaM.ftdot[tlk t tl.tlldJl Outside, HV)ai Model �In Vinyl aingl. W.g VA d— 07/302025 Vat Yea Yes MIA Florida Department of Business & Professlonal Regulation Building Codes and Standards Product Approval Application Detail PP PPI Past I err I I WD21 �J��,�. , Y{3...m' arm �"•wS�N7�?•C�a�_�')f�nn;:..: ��.�lrv""n�'d�A`^��'.2�. •.�i�.fA1F�p�i'��"�3��.r' adil pnbw a am Ala Date Panama am mm im m Shoals". Lmlari BndarA uaret yINdM r yMW" omkmwAd LAGARN= higumm Sam Romeon 2020 Mt Ondaas and Dons Brand 81tlrga American Architectural Steven M WON. PE 1WBM20 1WOnO20 la'191=20 Apprwad CMpoy: Whdmvs (717)366.33M MenuacWnn Alseektim f717)317.8454 "Cdogpry: Horizontal 316V blpmgeranalwd.com Conplance Medlod Crpkaion Merl or LWMg aUHALI silo M arJ i Dana coal Assurance Abbrowdra Uso Approved for Use 1011W Detail Hm1 M2" or HVWz. gwggLmDlt aaamal P,- 1 HS IM Fln and nano, From. 73a62 Insukted dean 02/162024 No Yes No •57Aas gags 1LLm vwwm ae0111YIX Re,Aalon 2020 MI Wlnd-. and Doors Cologory: Windows "Cateoprr: Raw C•rrpllana Method: Cerelkalion Mark Or Luling FLt1 1 1Lg1141k Rio tgOM(aa am" Product NOW. Number net al 1 let PW Florida Department of Business & Professional Regulation Blueing Codes and Standards Product Approval Application Detail PP PPI N01lY9L G2= imainm l srom 3111rsr American ArrAledml atauen M Wish, Pa (117)305.3300 Monukch ers Association t717)317.6454 bspmgentimkd.Opm Product Desulorkin 73 a 72 insulated Oless mot Ala a" Mad 99 1/22/2020 11/22=20 J 1 9tM MLAN EMM dOaimMd3gLYY AWKWN ! 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Whaaro (717) 305-3300 PE-62614 (717) 317-8/54 Category: Windows (941) 480.0100 (74g) v3.2390 audiCrastry: Finned Irapasklmllondustil 11IubCa11.01Y! Muaons b&Mlnote@mlwd.csn guit"egory: Wuaens 1ra0ankl®pgalntlueulea.a Compllrlca Method: Ced11.111. Mark Or Lhi ing dim Complier" Method 6Y4Uelon Report Man a Compliance Ndhod: CwMnfi n Mark Or Uenng on Flor l Reglshnd Ar.hksd as Unensed Florlda F, W1tA24hodade Professional Engk7aK PLAM413awdaLasaam 1reAW'dt iota! Product Model. Numlow or Name A�fZ 21r Amravd taus. Its I Outside HVHZ P)w.�uu�erod„da at" Product Model Nominator Wine $OmC.aNW06M CI Im Mot. A Inn YHZteaw.,ol for � LsWdo MVKi Resell �1re S PWAS201Larg• MIWI. lmerl) Vinyl Mad Wind— 04M2023 Yes Yes Yes N/A 2WVAAYUrM Anofsau Aoadvdta Un IM919 gnat I WillomfaNl Doorecod WindoM Aluminum Mufons OSIM11026 Yes Yes Yes WA Aw Pmdu1Media Number or Near iiaaM 111 ia&fkktm RUN" Emma 2 Was Vptiaal Aluminum Motion 121312024 N. 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Oek4,quok Both Vonle, Sditl Vinyl pole 12/312023 No Yes W WA 8 f 99ud:9uprr sp.n&qua; soft VW Or$did Varyl We 12/31/2023 NO Yes No N/A Flodda Department of Business & Professional Regulation Page I al Florida Department of Business & Professional Regulation Page 1 a+ Florida Department of Business & Professional Regulation Pop + or1 Building Codes and Standards + Building Codes and Standards aro2+ Building Codes and Standards 162021 Product Approval Application Detail Product Approval Application Detail Produd Approval Application Detail �yAk �y A/�gt0�'14 ,(.p pg..,,��e gtr�xyytg5yr, �.-ry � � �� x �r/,. �y . •T' ... ✓/ nit Late -: 14'. q..17t'. •, "� � „�� gory �p.J. m :,. i.. ;' � � �u��Y^^V.. ��-r �7t.�. 'n . mv pa.. i. r sin. � .., T'-'.•ask-' ;L 'i'e, .v.ti, •, .. ... �p rN.' _ �'., .. ,;. .vet„ „x•, •. 'u.,F.•' 1, . 9'lt � < .d 1. d^a 1 .. d . �`L'tl, : : •. .'f• r r • .i' iy,yifl .... a .: :. ..xar . g dyr ' j�VFl. 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Number r Ni— E[gaia'g„ g f In ) iaelafad lWala 3bi 3- FLAMCO aquot:RV lO Ridge Ved&qua: Aklml.UN Ridge VeN$b pdehad n»ft Wanted 72/31 4 YesBYWW� WAS lunocknit ' 1 TAMCO Flat TOP Off-Rdge Vent with Base for Tie 26 gat, degCfOof MIINta rift Dam* O~ON Yes Yes NIA WA from 0.02V Aluminum 2 TAMKO Rod Underkynrme(NON44VHZ) Roerunded.y-1. eta use in FBC n.44VIR OSW2023 No Yes NM NIA 2 TAMCO Gass iraekVana 20 OL 09,MO25 No Yes NIA sOF52.5 lurtedaims. 3 TAMCO Off -Ridge Roof Vent wit Balk 20 os Marc roolvenikda with Integrated Wflo 000/20M Yin Yes NIA WA 4 TAMCO Round Top Off -Ridge Vent with Some for nW M ge. state roorven Wa WON base 0902026 Yes Y. NIA WA Florida Department of Business & Profeaslonel Regulation Page 1 ai Florida Department of Business & Professional Regulation Paco 1 as Florida Department of Business & Professional Regulation P.D.1 d/ Building Codes and Standards W2021 Building Cosies and Standards 1/72D21 Building Codes and Standards 3111"M Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail - ,. ... 1 ,. , •._.A'._..1 "r'F. •+v:v, s .. 1. .. ...7,r! , rLH'1^ �.>°.'TA`�i�vnar.:. �:: ,: w, a;�la .uw :.. , -, -. ... ' , . 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PE I InS2020 112UM II2AM20 ring FBC Appr, ROM61011 2D20 Gans Roaang And— Rahin APMO unrOm, bb.anlon Gory W. WOIMw ti,t332020 11102=20 111DW2020 Apwwed Revi.en 2020 GO* PrOYOIon Products. I.I.C. Tan Robinson VJelterA TIM Jr.. P.E Jahn W, Knaarwidh. PE 09*&Z20 DGROM fi 1DA1202o IZMS2020 ADprww Car.gory: Rodng (501)"34163 PE-31242 t717017.8454 cslagoy. 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R.slk, Rod Vent 12/102025 No Yes No •97 5/-57.5 haay- Thatch The1en demo: in,oad 17 SONY 600 - lido. Shllka damp: SRN Shake Flat Prole • Stwkton, CA 1213112020 No Yes N/A N/A 1 20 Gage GWwnbw Meal Storm PandsMVHZ ConuOatw Oalvenlirsd Snwl Storm Panels retained 1NJ12023 Yn Y.a Yes WA Mtehenlaly Attached to PbWood Deck. 10 Saxony 800 • gkt., Shaks &.smp: SON Shako FIN Finlike. Risk., CA 42CJ12020 No Yes N/A N/A or not oat toots to provide hurricane, proscum. 16 sunny 100 -Dhaka Mat. &amD: SRN sake Flat Profile • S1cuMon, CA 42131=0 No Yes WA WA 2 24 Gage GWvenlred Meal Storm P.ndWNHVHZ Corrugated OWvenlaod Meat Storm Panels retained 12312023 No yes Yes WA 20 I'MiNyY r00 • leaks, Mate temp: SRN Shake 27 Telco ispana I llarcalan. Flat Profit,- Risk., CA i V312020 NO High Adak- Katy. Tx 121312020 No Yee Yes N/A NIA WA WA a not by lredrs on provide humane protection 25 MI1. L-Prole - Katy. rX 12131=0 No Yes N/A WA Florida Department of Business & Professional Regulation page / of I Florida Department of Business & Professional Regulation ►aps 1 d1 Florida Department of Business & Professional Regulation Pace I al Building Codes and Standards 1/250/22 Building Codes and Standards +n2o21 Building Codes and Standards 117/2021 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail , v n .. h 4 4 I V. •^W t N��jj Q',(,� "IA S •7C s, r P >. � �3 a r r 4 :,, -, -,- „ ..,. , i .� I C. $ ,1, �1`k. �� r �� . n 1;er• I '� r a „ . , n L v. a 'r .. ;, r - h Y lx- + �i y �l ; J Tin` t :' .. �' I �w 14 �J.�y �;1 u� "Yf t ✓ i W 1 :. � 1 'V"0r i/l 1 �, �� ..�?x r„••„ „ ,,Ita�i:. 'r,m!asa .�. , !(�: i�3A"L�� ... :i�> k��> ":) . 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Ranieri, PE 40031IZ20 4WVX20 114&7020 fi4512020 Approved Revtslan 2020 CannadH Concrete Prcouattina Rabin 011s 6omuol A Greenberg John Hay 12/152020 12n6/2020 12=020 drag PSC Apo, Cat gory: Shutters (561) 712.9882 PE-0046549 (954) 947-0850 Category: Stwctwol CarYwnants (3211710.3377 (407) 641C017 cre9arY• smarm Components 013) 859.3707 PE-34246 (35Z SH-6311 eubCsftl Storm Panels mombQel lamerkane huts subcategory, True. Rates NetnstglRnemr.00m sulbCWgory: Prpdu,ss IntrotUeed as a Result a oncadt2dor®YFkoo.00m Compliance Method: Evaluation Report from a racom CompNa,c•Mdhod Ewlualkn Report tern a Nva Toehnalogy FbrWo Registered Alchaactor a Leaned Florida Product 6.1a6m Frilly Compiler" Method: EValuallm Report man ■ Prdw9ional Engineer Flood. Rogl.tendMchked we Licensed Florida :ice Prd.esonat EngineerOuNWANWAMO FILM leas!Mproftcb A.pravd for Was Aeaavduw tar � a 11a1774.Re Pradetb Qualay,y�pg ADDroviedfortha AparowWforuRR J)gpigr Doman tlgd ProcluerYodMUN W.be,a Wma Product Mountains cowtut Emomima.6 InHNZ A4ldeInNS rt SRO Product MadW: Number or Memo Product Da•criptlon Contract Expiration Dab In HVtt2 DWMkb HVHZ Resislant Pr••auro 1 ITW SCGMMm Higher srmaM lH&amp: 3) Meta Comedy Pet. 1Z/31202/ Yes Y. N/A NIA awwk A8mme A,,,,Mdjor Uss Ammvee For Use ko= gYt 1 2499 Galvanized Steel Storm Panels 249a GaWantzed Steel Storm Panels 12/312022 Yet Yee Yes WA 2 ITW BCGAWa Hinge Rat. Metal Comoctor Plato I2J312024 yes Yes N/A N/A ilai Contrast Emlrrin Do, 10 HV jI QANgLt= anigggi JPressure 3 ITW BCGApne 7rulm 4 ITW I CO/Apra VAva Metal Connector Plane 12/512024 Yes MNW Connector ft. 1213112024 Yes Ya Yoe N/A NA NIA N/A 1 Oualty Proms or Commercial Conchae ProOude Procal and Prestressed Concrete units 06262024 No Yes N/A WA Flonda Department of Business & Professional Regulation Pop I W Florida Department of Business & Professional Regulation Page 1 1!2 Building Codes and Standards e142021 Building Codes and Standards Ar"21 Product Approval Applkadon Detail Product Approval Application Detail ... _ , „ • , >'. Y.^•' yMow• .. .. , A `i'"''C' ,T .. y ... ��+,SY"ars 'A'X7p8 ."'�,g T ...Aan+7t�..' �? 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FLON274a11 ppoladt Rd ,.Iomil Enpnea Approved for Use Appfwvad far Use J@Jegi 92 t Ant Predat Model. r&mbra Name Podud Dentarlodo, JpWili'llit Out" HVKZ Restsbut Pruoure Agorowtl to Uw Aobrwyed to Use 1 Mladl.m LVL Lemneted Venda Lumber 0313112023 No Yea NA N/A AK9 ftamaimm $ItNi�tllaY7Ca Prosluel, DerawlbonCQmIt.A m1✓11Q.1t 261gW.l9WZ J Alnico )gem PJUMM 2 Panels. Pal. 3 Ta Wsmirid LSL Parallel brand Lumber OW312023 No Yes WA WA LsoknNed Wood Wmbtr MI2023 No Yes WA NIA + Apia Aluminum Gold 6arrip WNW Aluminum BomV Alpha Aluminum Said 6enin; Vented Alurninum 07/302023 No Yea No WA 4 TJ Rim Read structural Composed Lumbers Oriented &nand oulli2023 No Yes NM WA CMU &amp: Wood SoMV CMu damp; Wood bard Rim Bad 5 Weyah.— Rlm Doan Oriented Mend Bad Rim Board 0313112023 No Yes WA WA March 6, 2023 t/ ^W W W 0 a� QO �eLe \V W V O C L N C113 O M LL O ca TOE cn IC1J -0 C .0 am/,&C�UP V/ a..L Q a Z Z W J z co Clio CV > O CL 0 < 0 L U O < Does a) L) ICU aaaaaaa 1 OClio L w Z Z Q J a. SHEET NO. 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Ica .aquae N FbguMm ^' Q� O Q C /� O O Annealed CU .� U N CU CV VJ co o Qi C O L1._ C _ CU _ .N Co O O Q% L Q //�� — ri v i Q U) CD E Cn O Ca CL CL O Q � U O L (j) CU rh O L W z J z J f2 SHEET NO. PA 1 r2 Cn rCo Wallis WAM o j • Simpson Strong -Tie 2020 FBC Approved Products Updated 12rQ12020 For deedt Inks to all SST approvals listed below, CLICK HERE. For additional Information regarding Florlda's Statewide Product Approval System and Man -Dade Canty Notice of Acceptance INCA). Si,iCh UCIT FL#235&ftT gee # Product Model. Number or Name Product Description 1 Titan Stainless Steel Concrete 8 Masonry Screw (TTN SS) 1/4" diameter Tib►n stainers steel masonry screw FL#9599-Ra Saa # Product Model. Number or Name Product Description 1 SDI 0112DBB Outdoor Accents Connector Screw 2 SD9112, SD9212, SD10112, SD10212 Strong -Drive SD Connector Screw 3 SD9112SS, SD9212SS Strong -Drive SO Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SOCF271968, SDCF272356 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 e SDHR27400, SDHR27614, SOHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 7 SDS25112, SD625134, SDS25200, SDS25212, SDS26300, SDS25312, SDS25412 Strong -Drive BIDS Heavy -Duty Connector Screw SOS25500 SDS25800, SOS258M 8 SDS25112SS, SOS25200SS, SDS25212SS, SOS2530OSS SDS26312SS Strong -Drive SOS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw FL#10007-R8 Asa I! Product Model. Numbaror Name Product Desedratlon 1 ATR3/8, ATR11Z ATR5M, ATR314 Threaded Rods 2 ATUDS, ATUDS-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14.2 Aluminum Take -Up Device 3 BP318-2, BP112, BPI/2-3, 8135/8.2, BP5/8-3, BPX4, BP3/4-3, BPRTUD3-4 Bearing Plates 4 CNW318, CNW112, CNIWS/8, CNW3/4, CNW5/8-1/2, CNW3/4S/8 Coupler Nuts 5 CTUDS5, CTUD65, CTUD6e, CTUD75, CTUD76, CTUD77, C7UD87, CTUD88, CTUD97, Coupling Take -Up Device CTUD98, CTUD99 6 N3, N4, N5, N6 Heavy Hex Nuts 7 RTUD3, RTU03B, RTUD4, RTUD4B, RTUD5, RTUD6, RTUD7, RTUD8 Rabcheting Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 318" Uplift Rod Run Tiedown System 11 URS4 1/2" Uplift Rod Run Tiedown System 12 URS6 5/8" Uplift Rod Run Tiedown System 13 URSB 3/4" Uplift Rod Run Tiedown System FLM 0441-RO ,041A Product Model. Number or Name Product Description 1 DTT2 Hold-down 2 HDC1014, HDC10/22 Hold-down 3 MOOS, HHDO11, HHDO14 Hold-down 4 HOU2, HOU4, HDU5, HDU8, HDU11, HDU14 Hold-down 5 HPA28, HPA35 Strap -style purlin anchor 8 LSTHD8, LSTHDBRJ Strap -style hold-down 7 MASA. MASAP Foundation anchor strap 8 MPAI32, MPAI44 Strap -style purtin anchor 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purtin anchor 10 PAI18, PAI23, PA128, PA135 Strap -style purlin anchor 11 STHD10. STHDI0RJ Strap -style hold-down 12 STHD14, STHD14RJ Strap -style hold-down Simpson Strong -Tie 2020 FBC Approved Products Updated 1213Q'E020 For off" Inks to all SST approvals Isted below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Man -Dade County NoWs of Acceptance (NOA), CLICK HERE 21 LB series hangers Top flange hangers available in width of 1-9/16" end heights ranging from 5318" to 15-118" 22 LBAZ series hangers Top flange hangers available in width of 1-9/16' and heights ranging from 9-3116" to I X1 /8". 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3.1 /4" to 0- 7/8" and heights ranging from 9" to 33.1/2' 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 7/8" and heights ranging from 9" to 32.1r2'. 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 1/8" and heights ranging from 9-1/4" to 24" 26 PF, PFB, PFDB, PFDS8 series hangers Top flange hangers available in width of I.9116' and heights ranging from 3318" to 7-10' 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widthe ranging from 1.9/16'to 7- 1/8" and heights ranging 9-1/4" to 32". FL#10060-R8 Product Model. Number or Name 1 ABA44, ABA44R, ABA46, ABA46R, ABA88, ABA66R 2 ABU44, ABU44R, ABU46, ABU46R, ASU5-5, ABU5.6, ABU65, ABU66, ABU66R. ABU88, ABU88R, ABU1010: ABU1010R. ABU1212, ASU1212R 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ. ABW7.7 4 AC4, A041R, ACE4, ACB, ACBR, ACES 6 BC4, BC46, BC4R. BC6, BOOR, BCS, BCS2-24 BCS2-316 6 C844, CB48, CB48, CB86, C888 7 CB5044-SOS2, CSSQ46-SDS2, CBSQ66-SD52. CBSQ86-SDS2, CBSQ88-SDS2 8 CC, ECC. ECCU Series 9 CCQ-SDS2.5, ECCO-SOS2.5 Series 10 CPT447, CPT887, CPT68Z 11 EPB44A, EPB44, EPB48, EPB66 12 EPS4Z 13 LCB44,LCB66 14 LPC4Z,LPC6Z 1S MP13"Z, MPBW. MPB88Z 16 PB44, P644R, PB46, PB66, PBBBR 17 PBS44A, PSS46, PBS86 18 PBV6, PBV10 19 PC44-18. PC46.18, PC48-18, PC84-16, PC68-18. EPC44-16, EPC48-18, EPC48-16, EP064-18, EPCOB-18 20 PC4Z. PC4R7, PC8Z, PCBRZ, PC8Z, PC8RZ. EPC4Z, EPC4RZ, EPC SZ, EPCBRZ. EPC8Z, EPC8RZ 21 PPB44-4Z. PP844-8Z 22 RPBZ FL#1 Ot1(i Sea 0 Product Modal. Numl�r or Name 1 FJA, FSA 2 FRFP 3 GH46.6. GH46-8, 01-1484 GH48-8, GH410-6, 01-1410-8, GH86-6, 01-1166-8, GH68.6, GH88- 8, GH610.6, GH810-8 4 GLBSA, (31-858, GLB5C, G1_B5D, GLB7A GLB7B. GL87C, GLB7D 5 GLBT512, GBLT812, GLBT518, GBLT818, GLBT520, OBLT820 6 HGLBA,HGLBB,HGLEC,HGLBD 7 HGT-2, HGT-3, HOT-4 8 UFPI0SDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Bolted column cape with W1 ranging from 3.1/4" to 9-I rY and W2 ranging from 3518" to 7-1/2" Screwed column caps wrath Wit ranging from 3.1/4" to 9-1/7' and W2 ranging from 3.5/8" to 7.112" Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Bass Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Post Cap Post Base Retrofit Post Base Product Descrntion Foundation Anchor Flat Retrofit Foundation Plate Girder Harper Glulam Bearing Plate Glulam Bearing Plate Heavy Glulam Bearing Plate Heavy Girder Tiedown Universal Foundation Plate Universe Retrofit Foundation Plate • Simpson Strong -Tie 2020 FBC Approved Products Updated 121302020 For direct links to all SST approvals listed below, CLICK HERE_ For adtllbnal information regarding Florida's Statewide Product Approval System and Man -Dade County Notice or Acceptance (HOA). CLICK MERE FL#10446-RG JW Product Model. Number or Name Product Description 1 A21, A23, A33: A34. A35, A44 Angles 2 APA21, APA4, APA8, APVA21, APVA4, APVA8 Outdoor Accents Angles 3 APB44, APB44R, APVB86, APBWR, APB88, APB88R, APB1010. AP6101OR, APVB44, Outdoor Accents Post Bases APVB44R,APVB88.APVB66R,APVB88,APV888R,APVB1010,APV81010R 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R4, APVDJT2-6, Outdoor Accents Deck Joist Ties APVDJT2R-6 5 APHH46, APHH461R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 6 APL4, APLS, APT4, APT6, APVL4, APVL8, APVT4, APVTS Outdoor Accents L and T Beam-to-Colurm Ties 7 APLH24, APLH24R, APLH26, APLH26RZ APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z, CBT4Z Concealed Beam Ties 10 CJT3Z. CJT4Z, CJT5Z, CJTBZ Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Well Stop 13 FC4. FC6 Framing Clips 14 FWANZ Foundation Well Angles 15 GA1, GA2 Gusset Angles 16 H2A, H2.5T, H8, H10A-2, H10S, H14, HGA10 Hurricane Ties 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HH8 Header Hangers 19 KBS1Z Knee -Brace Stabilizer 20 1-30, L50, L70, L90 Angles 21 LCE4 Post Cap 22 LS30, LS50, LS70, LS90 Skewable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ28RZ, LSSJ2SLZ, LSSJ28RZ. LSSJ21OLZ, LSW21 ORZ Field Adjustable Jack Hanger 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.58. LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 26 LTP4, LTP5 Tie Plates 27 ML23Z, ML24Z, ML2W, ML28Z, ML21OZ Angles 28 MMH8 Roof Tie -Down 29 MMHC Hinged Root Connector 30 MMLU26, MMLU26.2, MMLU28. MMLU28-2, MMLU210, MMLUI211, MMLU139, MMLU1311 Face -Mount Hangers 31 RBC.. RBCP Rod Boundary Clips 32 RST-3 Rod Tie -Down 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 34 STC, STCT, DTC, HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Panel Stiffener Clips FL010447-115 Sea 2 Product Model. Number or Name 1 AHEP 2 DSC2R-SDS3, DSC2LSDS3, DSC5RSDS3, DSCSL-SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4M 81, HHRC44, HHRC5.25/3.25. HHRC5.37/312, HHRCW 8 HRC1 81, HRC22 7 LRU26,LRU28.LRU210.LRU212 8 LSLI LSSU28, LSSU210 9 TBE4,TBE6 10 TC24,TC26:TC28 11 THA29, THA213, THA218, THA218.2, THA222-2, THA413, THA418, THAC418, THA422, THAC422, THA426, THA422-2, THA426-2 12 THAI1.81122, THAl2,06/22, THAl2,1/22, rHA1222, THA1322, THAI3522, THAI422 13 THAL422,THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4SDS3, THJM2-SSDS3, THJU28, THJU28-W 15 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR t� /�r M Updated 12/302020 e�a� ® Simpson Strong -Tie 2020 FBC Approved Products For direct inks to all SST appgroveis listed beiew, CLICK HEREr For additional information regarding Florida's Statewide Product Approval System and Mari -Dade Canty Natloe of Acceptance (NOA), COCK HERE. FL#1006-R6 Sea # Product Model. Number or NameProductDoscription 1 ST. BTB, BTH Brick Ties 2 CMST12, CMST14, CMSTCI8 Coiled Straps 3 CS14, CS16, CS18, C520, C522 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 Compressionfrension Strap e DSP, SSP, TSP Stud to Plate tie 7 H1. H10A, H2.5A, H3, H6, H7Z. HIS, MISS, HIS-2, H18-2S Hurricane Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tledown 9 HS24 Hurricane Tie 10 HSS2-SDS1.5, HSS2-2-SDS3, HSS2.3-SDS3, HSS4-SDS3 Heavy Stud Shoe 11 HST2, HST3. HST5, HST8 Straight Straps 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 13 HTSQI SKTZ.. HTS020KTZ Heavy Twist Strap 14 LFTA Light Floor Tic Anchor 15 LSTA9, LSTA12. LSTA15. LSTAI8, LSTA21. LSTA24, LSTA30, LSTA36 Straight Straps 16 LSTI49, LSTI73 Straight Straps 17 LTB20, LTB40 Bridging 18 LTS12, LTS16, LTS18. LTS20 LghtTwastStrap 19 MGT MediumGirdarTiedown 20 MST27, MSr37, MST48, MST60, MST72 Straight Straps 21 1 MSTA12_ MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36.. MSTA40 Straight Straps 22 MSTC28, MSTC40. MSTC52, Ni MSTC78 Straight Straps 23 MSTC48B3, MSTC88B3 Pre -Bent Straps 24 MSTI26, MSTI3e, MSTI48, MSTIBO, MSTI72 Straight Straps 25 MTS12, MTS18, MTS16, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 26 NCA200-12, NCA2x12-12, NCA2x8-16, NCA2x10-16, NCA2x12-16 Bridging 27 RCW812, RCWB14 Wall Bracing 26 RPS18, RPS22, RPS28 Repair Plate Strap 29 RSP4 Shed to Plate Connector 30 SP1, SP2, SP4, SP6, SPB Stud Plate Tie 31 SPH4, SPHB, SPHO Heavy Stud Plate Tie 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 33 ST9, ST12, ST18. ST22, ST292, ST2122, ST2115, ST2215, ST8215, ST8224, STe23e Straight Straps 34 T820, TB27, TB30, TB36, T842, TB481 TB54, TB56, TBBO Tension Bridging 35 TWB10, TWB12, TWB14 Wall Bracing 36 VGT, VGTR, VGTL Variable Pdch Girder Tiedowst 37 W8108, WB108C, WS12e, WB128C, WB143C Wall Bracing FIF11F FF Product Description 1 C9112.37x5.5, CBH2.37x7.e3, CBH2.37x9.75 Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Drag Slat Connectors Gable Brace Connector Hip Corner Plate 3 HGU3.63-SDS, HGU5.25-SDS. HGU5.50SDS, HGU5.62S0S, HGU7.00-SDS, HGU7.25- Heavy Hip to Ridge Connectors SDS, HGU9.00-SD6 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5.25SDS, HHGU5.50-SDS. HHGU5.62-SDS, HHGU700-SDS, HHGU725SDS. Light Sbpeable/Skewable U Hanger HHGU9.00-SDS Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210.2, HHUS48, HHUS48, HHUS410, HHUS5.50/10, Truss C lip H H US7.25/1 D Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I -Jolts Skewed Truss Hanger Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210 2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUC01 61/9-SOS, HUCQ1.81/11SOS, HUCO210-2-SOS. HUCQ210-3-SDS, HUC0310- SDS, HUC0410-SDS, HUCQ412-SDS, HUCQ5.25/9-SDS, HUCQ5.25/11-SDS. HUCQ810- SDS, HUC0812-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated IZrJG 020 ® For direct Inks to all SST approvals listed below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mari -Dade County Notice of Acceptance (NOA). ,-t t -K HFRF. FL#11488-RS Product Model, Numberor Name Product Description 1 HHUS210-3, HHUS210-4 Joist Hanger 2 HRSB, HRS8, HRS12 Strap Ties 3 HUCO210-2-SDS, HUCO210-3-SDS, HUCQ310-SDS Joist Hanger 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THG02SDS3, THG03SOSA 5, THGQH2-SDS3; THGQH3-SDS4 5, THGQH4SDS6 Joist Hanger 6 THGW3-3, THOW3-4, THGW4.3, THGW4-4 Joist Hanger FL*11473-R5 yetW Product Model. Number or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 H18, H16S, H15-Z HIO-23 Hurricane Tie 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HEfAL12, HIETAL16, HETAL20 Embedded Truss Anchor 6 HGAM10, HMO Masonry retrofit connectors 7 HHETAI6. HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2.5, LGT4SDS3 Girder Tiedown 9 LTA2 Lateral Truss Anchor 10 META12, METAte, META18, META20, META24. META40 Embedded Truss Anchor 11 MSTAM24, MSTAM36. MSTCM40, MSTCM60 Strap Tie for Masonry 12 MTSM16, MTSM20, HTSM1e, HTSM20 Twist Strap for Masonry FL#11496-R8 Product Model. Number or Name Product Description 1 DTT1Z Dock Tension Tie 2 HD12, H019 Bolted Holdowns 3 HD3B, H05B, HD78, H09B Bolted Holdowns 4 HTT4, HTT5, HTT5.314 Tension Ties 5 LTT19, LTT20B, LTT131 Light Tension Ties FL#13SN-R5 §W Product Model. Number or Name Product Description 1 SEW8x24, SB7/8x24, SB1x30 SBAnchor Bolts 2 SSTB16. SSTB20, SSTB24. SSTB28, SSTB34, SSTB36, SST816L, SST820L, SSTB24L, SSTB Anchor Bolts SSTB28L FL#13872-R4 Sec X Product Model, Numbar or Name 1 CMST12, CMST14, CMSTCIB, CS14, CS16, CS1B, MO, CS22 2 HRS6, HRS8; HRS12, FHA6, FHA9, FHAl2, FHA14 FHA24, FHA30, MSTI26, MSTI36, MSTI48: MSTI80, MSTI72, SvMST27, S/MST37, SIMST48 3 HTS16, HTS20, HTS24, HTS28, HTWO, HTS30C 4 LSTA30, LSTA30, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2116, ST2215 6 LSUBH3.25, SUBH3.25, MSUBH325 7 LTP5 8 LTSI2,LTS16,LTSI6,LTS20 9 MSTA30, MSTA36. ST6215, ST6224, ST9, ST12. ST18, ST22, MSTC28, MSTC40, MSTC52 10 MSTCe6, MSTC78, STS236 11 1 MTS18, MTS18 Ivi MTS30, MTS24C, MTS30C 12 SB1.56, S01.81, S62.0e, SB2.37, S/62.56, S/B2.88, S/83.12, S/B3.56, S/B3.62, S/B4.06, S1B4.12, SJB4.28, S1B4.75, S1B5.50 13 SIBA2.12/8, SIBA2.12/10, S/BA2.1212, S9A2.12/14, S/BA4.18/8, SBA4.18f10. SIBA4.18/12, SJBA4.18114 14 S1H1A 15 S/HDBS, 57HD88, SMD1dS, S/HD10B, SND115S, S/HD158 16 SfHDU4, S1HDU6, S/HDU8, S/HDU11 17 SfJCT, SIHJCT Product Description Coiled Straps Straps 97 mil (12 ga) Heavy Twat Straps Straps 43 mil (18 9 a) Straps 33 mil (20 ga) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (Is ga) Shape 88 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Product Description Concealed hangers Facs-mount (DU, DHU) end top flange (DHUTF) hangers avaiable in widths ranging from 1-9116'to 3-9118" and heights ranging from 9-1/8" to 23-15118". Face -mount hangers Face -mount hangers available in widths ranging from 1.5M" to 7- 3/8" and heights ranging from 6-5116'to 12-718". Face -mount hangers Face -mount hangers Suewtstl face -mount hangers available in vvidths ranging from 3- 1/8" to 5.118" and heights ranging from 4314" to 15-3/4" Concealed flange version (HSURC, HSULC) available for all double 2X and 4X models; only acute flange is concealed. Face -mount hangers Face -mount hangers available in widths ranging from 1-911610 7- 1/2" and heights ranging from 2.7/6' to 19.114". Concealed flange version (HUC) availble for all models having width equal to or greater then 2-9/16" Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Updated 125WM0 ® For *act Inks to all SST approvals Ided below, CLICK HERE. F For additional information regarding Florida's Statewide Product Approval System and Man -Dade County Notice ofAcce Acceptance NOA CLICK HERE, eg 9 APP Ye ty P ( )� - - 18 S/LBV1.58, S1LBV1.81, VLBV2.06, SILBV2.37, SILBV2.56, S/LBV2.68, S/LBV3.12, Top Flange Joist Hangers SfLBV3.58, S/LBV3.82. S/LBV406 S/LBV412, S/LBV4.28, S1LBV4.76. S/LBV5.60 19 S/LTT20, S/DTT2Z, S/HTT14, HTT4, HTT5 Holdowns 20 S/MST80, SIMST72 Straps 118 mil (10 go) 21 SP4. SPB Stud Plate Ties 22 SSP, DSP; TSP Seed Plats Ties 23 STC,DTC Truss Clip 24 T81722 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL#13904-R5 JW Product Model. Number or Name 1 CCQM3.82-SDSHDG, CCQM4.82-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, CCTQM4.82SDSG. CCTQMS.50-SDSG, CCCQM3.82SDSG. CCCQM4.62-SDSG, CCCQM6.50-SDSG 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLOMD3.62G-KT, ECCLLQM04.62G-KT, ECCLLQMDG 5OG-KT, ECCLRQMD3.e2G-KT, ECCLROMD4.62G- KT, ECCLROMD5.50G-KT 3 HGUM525: HGUM5.50, HGUM7,00. HGUW.25, HGUM9.00 4 LGUM25.2, LGUM26.3, LGUM2&4, LGUM28-2, LGUM28.3, LGUM28.4, LGUM210.2. LGUM210-3, LGUM210.4, LGUM48, LGUM48, LGUM410 5 MBHA3.12/9.25. MBHA3.12111 25, MBHA3.5617.25, MBHA3.56/9.25, MBHA3.56/1125. MBHA3.56/11,88, MBHA356114, MBHA3.56/16, MSHA3.56/18. MBHA5.50r7.25, MRHA5.501S25, MBHA5.50/11 25. MBHA5.50111 88.. MBHA5.50/14, MBHA5 50118, MBHA5.50118 8 MBHU3.5619.25, MBHU3.56111.25, MBHU3.56/11.88, MBHU3.56114, M5HU3.56116, MBHU3.56/18, MBHU5 60/9.25, MBHU5.50/11 25. MSHU5.50111.88. M8HU5.50/14, MBHU5 50118, MBHU5 50/18 FL#13976-R6 Sae X Product Model, Number or Name 1 SDW22300, SOW22338, SOW2243B, SDW22458, SOW22500, SOW22600, SOW22638, SDW228U 2 SOW015450, SDWCISSOO 3 SDWH19300DB, SDWH1940OD8, 8DWHIODWD8, SDWH198OODB, SDWH191000D8 4 SDWH27400G. S0WH2780DG, SDWH278ODG, SDWH271000G. SDWH2712DOG 5 SDWS116212, SDWS16300, SDWS16312, SDWS16400 e SDMI9600, SDWS19712, SOWS22400,SDWS22500.SDWS22512, SDW8228M SDA=800, SDWS22900, S0WS221000, SEYWS221100, SDWS221200, SDWS221SOO 7 SDVVS223CODB SDWS2240008, SDWS225000B SDWS2200ODB, SOWS2280ODB, SDWS221000DB 8 SDWS2231208B, SDWS22512DBB 9 SDWS27300SS, SDWS2740OSS, SDWS2750OSS, SDWS276DOSS, SDWS27800SS, SDWS271000SS, SDWS271200SS 10 SDVVV13400 11 STN22 Product Description Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Description Strang -Dare SDW EWP-PLY and TRUSS -PLY Screws Strang -Drive SOWC TRUSS Screw Strong -Drive SDWH TIMBER-H EX Screw Strong -Drive SDWH TIMBER-H EX HDG Screw Strong -Drive SDWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (Interior Grade) Strong -Drive SOWS TIMBER Screw (Exterior Grade) Outdoor Attends Structural Wood Screw Strong -Drive SDWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer F.L916363-R3 41221 Product Model. Number or Name Product Description 1 AS 18. AS 18S5, AS 1 BSe 18 ga Truss Plates 2 AS 2OH5 20 go. High Strength Truss Plate 3 AS-20 20 ga Truss Plate 4 ASHP Hinge Plate Conneotor F1.015730-114 Saa M Pmduet Modal. Number or Name Product Description 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM50, GDPM-75, GDPM-100, GOPS, GW-50, GW-75, GWA00, GTH Gas -actuated fasteners and assemblies 3 PDPA, PDPA-K, POPA-MG, PDPAT, PDPAT-K PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners. threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete Simpson Stron -Tie 2020 FBC Approved Products F t Inks to all SST approvals listed below, CLICK HERE, For police For additional Information regarding Florida's Stetewlle Product Approval System and Mani -Dade County Notice of 11 HUS, HUSC series hangers 12 IUS series hangers 13 LGU3.25-SOS, LGU3,83SDS, LGU5.25SOS 14 LU24, LU26, LU28, LU210 15 LUC26Z, LUC21 OZ 16 LUS series hangers 17 MGU3.e3-SD6, MG1.15,25-SIDS, MGU5.50-505, MGU5.82-SOS, MGU7.00-SOS 18 MIU series hangers 19 MUS26. MUS28 20 SUR,SUL,SURC,SULCseries hangers 21 U series hangers FL#II1887-R8 JW Product Model. Number or Name 1 BA series hangers 2 DGBF series hangers 3 DGF series hangers 4 DGHF series hangers 5 EG5, EG7, EG9 series hangers 6 EGO series hangers 7 GLS series hangers 8 GLTV series hangers 9 HB series hangers 10 HGLS series hangers 11 HGLT series hangers 12 HGLTV series hangers 13 HIT series hangers 14 HUSTF seines hangers 15 HUTF HUCTF series hangers 18 HWP series hangers 17 HWPH series hangers 18 ITS series hangers 19 JB series hangers 20 JBA series hangers N � 60 conUpdated 12l302s 0 9-1 CID ►A- Off - Face -mount hangers avallablejpvidths ranging 9116" and heights ranging fromMM16" to I I' ncealsd flan N A version (H USC) available for modal. having ual to or Q o� N greater than3.9116". i y Face mount hangers available in widths rangin fro 1 18" to 518" and heights ranging from 9.1 /4" to 16' C2 c Face -mount hangers ; ; Face -mount hangers A d y lip Face -mount hangers y R Face -mount hangers available in widths ranging from 6" to 45; 5/8" and heights ranging from 3" to 10-15/16'. Face -mount hangers Face -mount hangers available In widths ranging from 1-9116" to 5- 118" and heights ranging from 6-15116"to Fac,&mount hangers Skewed face -mount hangers available in widths ranging from 1- 9/18" to 3-9/16' and heights ranging from 3-1 /16' m 13-3/4". Concealed flange version (SURC. SULC) available for all double 2X and 4X models; only acute flange is concealed. Face -mount hangers available in widths ranging from 1-9116" to Wand heights ranging from 2.518" to 11.114" Product Description Top flange hangers available in widths ranging from 1.9/161D 7- 1/8" and heights ranging from 7-18" to 30". Top flange hangers available in widthe ranging from 3.518" to 7- 1/8" and heights ranging from 9-114" to 24". Top flange hangers available in widths ranging from 1.12'to 3- 5/8" and heights ranging from 7-1/4" to 24". Top flange hangers available in widthe ranging from 1.3/4" to 3- SM" and heights ranging from 9-114" to 24" Top flange hangers available in widths ranging from 5.1 /4" to 8- 718" and heights ranging from 11- to 32-1/7'. Top flange hangers available in widths ranging from 3-58" to 7- 1/4" and heights ranging from 11-114" to 37'. Saddle hangers available in widths ranging from 3-1/4" to 6-718" and heights ranging from 8-1/2" to 28". Top flange hangers available in widths ranging from 3-114" to 7- 1/8" and heights ranging from 11" to 32" Top flange hangers available In widths ranging from 1-9116'to 7- 112" and heights ranging from 8" to 3W Saddle hangers available in widths ranging from 5.1 /4" to 8.7/8" and heights ranging from 10-1 Zito 26". Top flange hangers available in widths ranging from 3.1/4" to 8- 7/8" and heights ranging from 7-11T to 37' Top flange hangers available in widths ranging from 3-1/4" to 7- 118" and heights ranging from 14" to 3T' Top flange hangers available in widths ranging from 2-5/16* to 3- 9/18" and heights ranging from 18" to 26' Top flange joist hangers available in widf ranging from 3-1/8" to 3-9116' and heights ranging from 5-3/8" to 13.1/8" Top flange hangers available in widths ranging from 1-9/16 to 5- 1/2" and heights ranging from 3.7/16'to 15". Concealed flange version (HUCTF) available for all model, having width equal to or greater than 2-9116". Top flange hangers available in widths ranging from 1-9/16" to 7- 1/8" and heights ranging from 5-3/8" to 26' Top flange hangers available in widths ranging from 1.9/16AD 7- 1/2" and heights ranging from 5-316 c; 37' Top flange hangers available in widths ranging from 1-9116' c, 3- 5/8" and heights ranging from 9-1/8!'to 16'. Top flange hangers available in width of 1.9116' and heights ranging from 53(8" to 7.114" Top flange hangers available in width of 1.9/16' and heghts ranging from 9-3/16' m 13-1/8" Simpson Strong -Tie 2020 FBC Approved Products Updated 1213OM20 For direct Inks to all SST approvals Isted below, CLICK HERE, For additional information regarding Florida's Statewide Product Approval System and Man-0ads County Notice of Acceptance (NOA), CLICK H RF. 5 Si Adhesive Anchor for concrete 6 Strong -Bolt 2 (STB2, ST62.4SS, STB2-8SS) Strong -Bole 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titan HO (THD-H, THD-HMG, THD-H4SS, THD-HBSS, THD-CS, THD-CSBSS) Then HD Heavy Duty Screw Anchor for concrete and masonry available with hex head In carbon steel and Types 304 and 316 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HO Rod Coupler (THD37634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Hanger (THD825158RH, THDB37158RH, TH037212RH, Titan HD Threaded Rod Hanger for concrete THD50234RH, THD10212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL#16290-R8 See # Product Modal. Numbar or Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Boll 2 (STB2) 5 Titan 2 (TTN2) 6 Titan HD (THD-H4SS, THD-HSSS, THD-CS" 7 Titan Turbo (TNT) FL#18937-R3 §W Product Model. Number or Name 1 X34B1 OI S-5K X1 S1018, XI S1018.4K, XC I S1018, X0161018.4K 2 XLQ114171224,)(1Q11481224.2K 3 XMQ11461224, XMQ11491224-2K 4 X0114SI224, XQ114BI224-2 5K X114S1224, XQ112S1224, XQ11281224-2K 5 XU34S1016,XU34B1016-5K FLWM20-RO W Product Model. Num leer or Name 1 DSSCB43.5 OMCB48, OSSCB48. DSHS 2 FCB43.5, FC645.5, FCB47.5. FCB49.5, FCB411.5 3 FPHSD34S1018,FPHSD3481018,FPHS03481016-5K,FPHSD34S1214, FPHSD3481214,FPHSD34B12145K 4 LSFC2.25, LSFC4.25, LSFC0.25, SFC2.25, SFC4.25, SFC6.25 5 LSSC4.25, LSSC6.26, SSC2.25, SSC4.25. SSC6.25, MSSC2.25, MSSC4.25. MSS06.25, MSSC4.25KW, M6SC6 25KW 6 RCKW3,RCKW5.6,RCKW7.5,RCKW3S,RCKW5.58 7 SCB43.5, SCB45.5, SCS47.5, SCS49 S. SCS411,5, MSCB45.5, MSCB47.5 8 SCS32-5/97, SCS62-5/97, SCS62-51115. SCS82-5/1Is 9 SCW3.25, SCW5.5 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 11 SS83, 518 12 XLSH34B1414,XLSH78B1414 13 XQ1SIO18, X01 B1016-4K. X01S1214 X0181214-3 5K, XQ78S1224, X078B12243K, X0114S1224, X011481224-2.5K: X0112S1224, XQ112BI224-2K, X3481016-5K X1 S1016, X1810184K, X1 S1214, X181214-3 5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Bola 2 Wedge Anchorfor masonry Titan 2 Screw Anchor for Concrete Titan HO Heavy -Duty Screw Anchor for concrete available in 304 or 318 stainless steel with hex head, and 316 stainless steel with countersunk head. Then Turbo Screw Anchor for concrete or masonry Product Description #10.18 Strong-Orve X Metal Sell -Drilling, Tapping Screws wfth # 3 Drill Point #12.24 Strong -Drive XL Large -Head Maul Self -Drilling, Tapping Screws with H6 Drill Point and Large Diameter Hex Washer Heed N12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, Tapping Screws with 1'#6 Drill Point end Medium Diameter Hex #12.24 Strong -Drive X Metal Self -Drilling, Topping Screws with #5 Drill Point #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Ftxed-Clip Connector #10.16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self - Drilling, Tapping Screws Start Framing Connector Steel Stud Connectors Rigid Knee Well Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head-d-Wall Slide -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Seff-Drilling, Topping Screws #10-18 912-14 and #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws r--e N Cn U ^d) W 2 Q O _0 O cO O iZ LO S�S j 0 U O .� cn O _p iZ L rM� Q u II W J E �e Z Cs_n CIO CL O iQ e< L U O W U ICU m 0 n� ai F- L L_ Ca W W Z Z J Z 'Q J d SHEET NO. PA 1.3 MIAMh a�-DauE cotrx•rY' FG? Industries, Int•. FGr Ifidttstt res. Inc. �a • PRflD1J'CTGO!iiTROL SgGTI0.*�i �`GT I:udu$tr°ies. Inc. 1180� sttt-'� $� xoo�m _°$ �V'OTICE OF :�iCCE1rT 4v'�TC'E: Et'IDENCE SL?B'_4flTTED �'OTICE OF AC; C'EPT:�'"�CE: EtiDE�rTCE SL�BbiTI`iED r)EPARTI�NTOF itEt-"i7LA'DORYAA'D ECOar033It Q1: COC�8CE5IlLER) �rufiasg. FlOttda 33175-2474 NOTICE OF ACC'EPTA3�C'E: Ei�ENCE SLTBbIITTED !� , sa�tnarmcoDE�►ctam►ILsrttaTinxDr�aK �•(rse)3is-2sqo f�rsa)3is�ss9 1TOTICE OF AC CEFTA�iC'E tr�rw.>tna�iiade.=wrecuaoa:F 1. Evidence submitted under rei•iaus �tOA P D. i�ALTIl' ASSiTRA1TCE O •�•• Q -o ,' (NO �i) :1,. DR.a'�Z'�GS B. TESTS (continued ) L hiiaari DadeDepartn>ent of Regwlatory and Economic Resources (RER)_ � Q,r ? PGT IQdQsh•ies, IQc, 107t} Technology- Dm-e, 1 _ Manufacturer's die drawings and sections. 5. Test report on 1) Air Infiltration Test, per FBC, TAS 20?-9�4 ,; � � � .o w North %'eaire, FL 342?5 (SubAtitled under :�'O.d Ao.11-OID;r, Aft 2) Urrifoisn Static Air Presstu�e Test, per FBC. TAS 20?-94 E. J►SATERI.AI. CERTIiTCATIONS � A N • S cow: 2_ Draw lhv. MID-5570.U, ti#led ` Vinvi Slidin Glass Door i'VOA sibeets 1 � � ��,'i„< 3 `J4'ater Resistance Test, FBC, TAS 202-94. ) peg 1. Notice of Acceptance No.1.4-U:28,1.! issued to Vision E.�tntsion Limited far th - � � G' a � d This NOA is being issued ender the ap�ieable rules and regulations go�netniQg the use of car>siroctiaatnaterials. The through 21 of 21, prepared by manufacturer, dated 10,'05� 1 5, with rrvisio►n A dated 4) Large Missile Impact Test per FBC, TAS 201-�}4 � Rigid PS'C Ea[erior Esaysions for R mda�ls and Doors", dated OS; 13•+'1 � �- docuatentation sutamittedhas been revievrad and aocegted by Miami -Dade CaucdyF.EI�-Product Casttrol Section to 0410�1�1?, signed and sealed by A. L�rnn h+i�7ler_ P_E_ 5) Cyclic Wmd Fressaure LQadin;gper FBC, TAS ?03,9�4 ex,piring on 09�30 � 19. E • be txse�k m 14 i}aae �G•owoty sad Qther areas where allbu� by the At1thotity I3aw°ittg 7tuisclieticg (A►II}'). � � 6) Fcmced Test. per .FBC, TAS �0� 94 Entry ?. Notice of Acc once Na.1tS-0920.08 issued m Vision E.+rtrusion Limited for thnr � � " � This NOA shall not be c°alid si�erdte expiration date . statedbelaw.Ile Miami -Dade County Product Control Section B. TESTS along with marlred�tp drawings and installation diagrams of vinyl sliding glass door,, prepared 1t100 Tan .�.42 and ligh[cy Shades �'�+on-�'l7titey Reid P'�'C E3terrar Extra$ions for (In Arlimni Dade Caurtty) and artite AII3 (in areas oQtec �aflMiaati Dade C•anaty) res erne the right to have this 1 _ Test report va 1) Uniform Static Air Pressure Test, per FBC. TAS ?02-94 by Fenestration Testing Lab, Inc.., Test Report No. FTL 8.4-t9, dated 11 0t5��i 5, signed and ►1�'mdou•s and Doors".dated 12-148r 16. expiring on 12'`29,�2I_ � a product or trttn9ctiat tested fair quality are puaposes_ Ifthis product or material fails to perform in �e a ccepted 2) Large Missile Itupaci Test per FBC_ TAS ?01-94 sealed by Idalmis Ortega, P. E. (Test report reyiseti on 13..'04?15 and 0�?lI Li lb) 3. Notice of Acceptance No. IS-Og28.1S issued tv Vision E�ctnzsion Limited for their manner, the tnamtfat#arer will itscurthe expense of suchtesting and the AH7mayintmediatelyrevake, nQadifS•, or 3) Cyclic �4'ind Pressure Load ing ptx FBC, TAS 2a3-� G_ Test regou�t on 1) Air Infiltration Test, per FBC, TAS 242-94 "Brawn Coated (Painted or Laminated) White Rigid P%'C Exterior Extrusions for suspend the . use of such product or material vPithia their jurisdiction. RER reserves the right to revoke this along with marked -up drawings and in�liation diagram of vinyl sliding glass door, prepared 2) Unifami Static Air Pressure Test. per FBC_ TAS '?02-94 `t'ittdows and Dooms",dated 08�'I3iI5. expiring an OS►1'30�I9. acceptance. if it is determined by ;ufiami-Dade GouQty Prodact Caul Section drat this p�odnct err ma�rial fails to bw Fe�nestratian Testing Lab- . Inc._ Test Report No. FTL 8717, dated 1207r 15, signed and 3) g4'ater Resistance Test, per FBC, TAS 202A4. 4. Notice of Acceptance No- 14-0712.02 issued to ENERGI Feaestrati+an Solutions N C_ to C� 0 -0 N Q 0 .� U CU cD cn OO l.L _ .� Ca 0 O co CL of-�.�W L� -�--+ O i O Q L U O L f� �J Ca m Q O � w � L� z J Z Q J a SHEET NO. PA 1.4 USA. meet die re USA, cellulosic Series Py P y f Aniline}TL Miller, P.E. (SrtbutiilePd urtdtr•?1'U_�:1;a.1S-II10.01) co CL 104,23> CL r 4L,1 IF.SL6Mc. ,wj" C _ O U L C O Q O 113 .� U .O (� fA 0 0 O O LL -O O O .� 0 � CL 6 CL C6 F—�.�CtnQ S� CCS C) L Q O Q L U L U M m Q O L CU L� w M a N Z J Z a J SHEET NO. PA 1.5 M1AMI.OADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Flo Cast -Crete USA, LLC Cast -Crete USA, LLC Cast N o -Crete USA, LLC N -� �� c �•' �itODIiGT,EyAI.UATION REIHOEE'uj(]- 20-U728.0[ 2 PaE11TU["r Ery,[7ATLCIN T1F:POR'P NO. j$7jj 3 ��P I L ECO IT�*' N L INt^.- INC- TILLIT TESTING A ENGINEERING COMPANY 2.2. TESTREPORTS: 6. MAT RIAL CHARACTERISTICS AND SPECEICAIMM& TILLIr TESTING & ENGINEERING COMPANY -.-- .... _ ..-_- WAT TRR A. TTLLIT, JR., P.E. tiltecar�ao]'CnmALTZ N. Large missile impact and fatssire load testa were performed under Protocols TAS 2D1, 203 as per section 1628 of the FloridaFldBuilding Code. Uniform static loads Shall be strictly In Accordance with General Notes and Components Indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing - - . - -- - -- -' --- - -- - -' RA. TiLT]T, !R, P.E I-17 1* (goo 441.0 PRODUCT )r�yALU�,TjON REPORT �•rh 1,x"t�.N. �EL.T KL PB. Lb J41A7 71.C,1U.. M,. WP06nY as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of RL.C,A. LRWIIe N.3206114 Testing, Inc., Reports # 96-569 dated 08/0911996, #96-570 dated 0911811996, 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. PRODUCT EVALUATION Y� REPORT #96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina, REPORT NO.: 20-0727,02 RE., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411811998 and # 2126 dated 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No. 7._ LIMITATIONS AND CONDITIONS OF USE: DATE: July 27, 2020 REPORT NO.: 20-0720.01 0219.01.09, dated March 4, 2000, signed and sealed by Edmundo Largaespada. P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated PRODUCT CATEGORY: Shutters DATE: July 28, 2020 Tensile test report No. 9CM-197 by OC Metallurgical, Inc„ dated March 13, 2000. on sheet 1 of 28, as well as General Notes# 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P,E.D.), drawing No, 20-176 PRODUCT SUB -CATEGORY: Storm Panels PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate. P.E. prepared by Tllteco, Inc, and signed and sealed by Walter A. Tillit, Jr., P.E. PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PRODUCT SUB -CATEGORY: Storm Panels L"TRUCTURAL ENGINEERING CALL�T1Q�; 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PANEL On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1e20.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Silabal PrA1ftGU M I?rQdulstN, LLC MANUFACTURER GIOhALPEDtaCNOL[ LLC length based on rational and comparative analysis, and in accordance with 7.3. Product shall only be Installed Into poured concrete, concrete block, and 4800 S.W. 51 Street products 4800S.W. 51 Street section 1616 of the Florida Building Code. Calculations prapered by Tilteco, Inc., wood frame structures. Davie, Florida 33314 dated 11103/08 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P.E. Davis, Florida33314 1. PURPOSE OF EVALOATION; MISSILE IMPACT RESISTANCE: Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License 1. PURPOSE OF EVALUATION: This is a Product Evaluation R Report issued by WaherA. Tilllt, Jr., P.E. (System Large missile Impact under section 1028 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tiltecw, Inc, (Florida CA-0006719). This is a Product Evaluation Report issued by Walter A. T1111t, Jr., R.E. (System iD # 1906) to the Global Protection Products, LLC, Rule Chapter No. ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20.8, Method 1 D of the Florida Department of Business and 4.�-WAND LOADS RE;SIUAN,CL At,+IH1111,rAN, .a"+YAE�1 A; T/(4"�,6 ., 61P1G20 3, Method10of the Florida Department of Business and Regulation, Profasslonal Regulation_ 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind3►� JCENSF ':�s This product is being Issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14, 15, 18, 19, 26 and 26 of 28 of Product Evaluation Document drawing No. -- L 44167 ; �k? This product Is being Issued an Evaluatlon Report as described herein, and has been been verified for compliance in accordance with the 2020 Seventh Edition of the (P.E.D.), 20-176. Maximum Anchor Spacingshall be as indicated on sheets 8, 9, 10, 11. -'- x = * . i'* r'v ' � � verHled for compliance in accordance with the 2020 Seventh Edition of the Florida Building Cade, and to verify that the product Is for the purpose intended Florida Building Cade, and to verify that the product is for the purpose Intended at Wet equivalent to that required by the Code. 14, 15, 17, 16, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), ?, � " 4, * STATE OF sac - - IV F -- �-'=E� at least equivalent to that required by the Code. drawing No. 20.176.'eF t0R1D ,,..� This Product Evaluation Report shall be subject to review and revision In case of a Building Code charge that may affect Its limitations and conditions S• �T•A�rN; h�i hS�ON,q F ,,%w This Product Evaluation Report shall be subject to review and revision to case of a Building Code change that may affect its limitations and condtions Installation shall be performed strictly in accordance with details indicated on LTECO 2. EVIDENCE SUBMITTED; sheets 3 thru 7, 10 thru 20, 23, 24 and 28 of 26, of Product Evaluation Document p Tn ADMON RECORDS 1 P. a, REPORT.2C ( GLOBAL PROTECTION PRODUCTS, LLC i?O GAGE 2. EVIDENCE $U-�M1r.r 2.1. PRODUCT EVALUATION DOCUMENT_(P&•D,L (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIZED STEELSTORM PANEMORWG1920.176l REPORTN2D-072&Ot Drawing No. 20-176. titled N20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tiheco, Inc.; signed and sealed by Welter A_ Indicated an sheets 8, 14, 16, 25 and 26 of 26. of Product Evaluation Document (p,E.D.), drawing No. 20-17B. 2.1A DOCUMENT tP E,D;,); Drawing No. 20-17d, titled 124 GAGE GALVANIZED STEEL STORM PANEL", Tillit, Jr., P.E.; dated 07/28/2020. This drawing is an integral part O 1Is Evaluation Report, rca'p: �et1E111111� ylip"„� 0.!S [/P sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Welter A. Tillit, Jr., P.E.; dated 07/2712020. This drawing is an inteR�Al,+p�"+ /jfris a+ P• r/�[%y -e., I I LtCENSF :°'1. � .,III.; -I . a 4\CENSf Evaluation Report. �0111 t ^,• T Z/ ✓� I �CENSF•: �? ,l �__ ... ,"-�-_� 67 Mo, 441ti7 `. - # r- :'441 �,�- * `*; ---- �, �'.'. .Tic . sac^'•. �C " � .�- STATE OF , T, L '"LOR'0 f z TA E OF '+x Q: . P '. treat Suite SOIL Miami, Florida 33166 - Pt)011e: 305 871-1530 Ndd , • N,JID �� `l 6355 N.W. Stith $ ( ) 4rlioyT' "+i i Q.c' ��4r y`'"�.,�SSIQNAL Nt�P�� t ` I" 6355 N.W. 36th Street, Suite 305, Miami, Florida 3916G - Pbona: 305) 871�i��F�}'c� L R�D��C'�� I531 ( '�+1r,,00 l' INItoo HtL NNMIMYIA w0%� /IIIIItIIHtT't' 2ENEDOY-JaNi.AWT B 3) IN CASE THAI PRECAST STORE, OR PRECAST CONCRETE PANELS. SLTXCO OR WOOD BOARDS RE FD(INO ON THE (iL6Lega,JQ_BRBL CAWING WALL, ANCHOR'S SEAL I. BE LONG ENOUGH r0 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. , STORM PANEL SHOWN ON IRIS PRWUCT L'vALWT,ON DOCUMENT NPE.D) HAS BEEN VERIFIED FOR LT)IAPI.IANCr IN ANCHORAGE SHALL BE AS MENTIONED M 8.1) AND IN 9.2). ACCORDANCE WIIN THE 2020 (7M EDITION) of ME III au DING CODE (,C) 10.-r.0miYlim LN1N. SeEEEIQ.AAM _;I,,,=A Anti - 1/4•0 TAPCON ANCHORS, AS MANUFACTURED 9Y I.I.W BUILDER, INC QUADS SNAIL ABOVE COOS, - I14-10 PANEEMATTE FEMALE O ANG PANELMATE PLUS M(:Hon, AS Ab PER SECTION IbTH D? % SOTHE FORDEVA WIND U By THE Ili RE PN MANWACTURCD WI' ELCO CONSTRUCTION PRODUCTS A Y W M FOR WNA SPEED AS REOLIRE9 B THE iV16%OICTIGN RNEIK 1NESt SHIfTTERs AI BE n Mtl _ 1/4"1 TAD SCREWS PEP ND.S. FOR A DIRECTWRAOV FI{TOR Kd-0.e5. USING TSCE 7- toTWO AND SNAL: HMI Eft[AE0 Ilff MAO4UM A.30) 7/16 '4 N 5/6• WFAO BUSHING, AS UISTRBUTED 9Y AI. PONT SCREW, BOLT M SPEOKIY CO T - DESIGN TNRESSVRE RATINGS INOCA CD ON SHEETS ! i1VRU 11, 14. IS, te, 19 B ?0. IN ORDER TO ry M N D T' 7- VT RI E ABOVE CONDITION. ill tlEBY WINO LOADS I>E7l:R11I00 PER 16 E C, IN F I "r M 1/LIM THREADED PENETRATION IN D WCIOO Of TAPCON ANCHORS t I '7' (m EL CO ) SHALL DC / AND ! E CO PANCIMATE PLUS DECE E BE FIRST REDUCED TO A5,0 0[a1CN WEND ROADS BY MULOPLYING iHEY D7 O 6 A ORDER TU L AND PAKIMAIi. FEMALE 10 COMP ANE FILM W/ MART (A S.0) DESKEN PRESSURE gA1A1G5 INDICATED ON SHEETS 7 TFIRV 12. tA, 15, t6, IS a 70 C.2) MINIMUM 1NREADED PENETRATION OF LAO SCREW, INTO ME WOOD FRAME LIMIT SH441 BE ' 1/2• 40 THREADED IN CINDER 70 Y[MFT THAI AK%3 A% ON MIS P E D AS TESTED WRITE NOT SALTY STRESSED, A 33% INCREASE N ALLOWABLL PC%rMl KIN INTO STUCCO SWNi BE CONSIDERED AO PAT Or THE ACQUIRED THREAD7D PENETRATION. STRESS FOR WINO LOADS WAS NDL USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD TVA•, BEEN OETERNINED N ACCORDANCE WITH N.D.S. 2019, C 3) MINIMUM FOR DISTANCE OF LAG SCREWS. PIT() WOOD SHALL RE AS IMMCATOD IN MIS DRAWING STORM PANEL'S ADEQUACY FOR IMPACT AND WIND MISTAKE HAS BEEN VERIFIED IN ACCORDANCE WIM SECTION t626 OF C,,) MINIMUM PE7IETRATION 0/ WORM BUSHING SHALL EK 3,/6' I/,' •�•2p SCREWS USED SAKI. HC I THE A9WE MENTIONED CODE AS PER RAWMC EN.IN"INK A TESTING INC. REPORTS 96-569, 96-570 a 96-T30 AND /?' LONG MNLKIJM FEHEVRAFON TESTING EAB INC, REPORTS 12032 M I21a6 . AS PROTOCOLS TAS-701, IAS-202 AND TAS-2o3. SHOULD STUCCO E%,37, AND IN MINIMUM FOR WALLS MTN NO STUCCO AMENDARKM NEST tA6 OF SOUTH FLORIDA, WFPIXtT I0219 p1 -tl9, AS PER TAS 201, TAS 207 AND C5) IN CASE THAI PRECAST STORE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE MOM ON THE E%ISrPA; AS WEU., STANDARDS TAS 703 STAN04 D5. WALL, ANCHORS SHALL Or LOAD CROUCH TO REACH ME MAIN STRUCTURE BCANO SUCH PµEL& ? AL ALUMINUM EXTRUSIONS TO HE 1,063-rb ALLOY AMC TEMPER. (UNLESS OM[RMS£ NOTED) SEE SHCEI 2 NV>#DRADF SwNI HE AS MENTIONED IN C I). C.2) w C 4) 3 Y All ALUMINUM SHEET OCTAL A' S ll H 1 0 11Y0 G.I)3URCS HALL PAVE OS- AU (G) ANCHORS 4Nll: BE rNSTKILD FOLLOWING AL OF ilN SEC.04MFNDANONS AND SPECFIVIIGN5 OF THE NOIOiI'S MANUFACTURER P A ALL SHEET METAL ANFLS L 'I/IY `-iR tt STEEL. ASTM 4-65. GRADE 50 MINIMUM, f.-W0 STEEL SAW. vE a lICn1RAl OILM.I STEEL B P INfR,S MAY ALSO BE INSTALLEDHORIZONTALLY FOLLOWIN INSt S 11 fN ' J. , D INSTALLATION DETAILS HUNK ON %FC CW 3 N(1LC 10 (SHEETS GALVANIZED STEEL ISWONADON W/fY- 585 Lai (MTFA ROLLED) ( IHNOurM 61 IYCEf•1 THAT 11[AOCRS (f} a* 3HIALE Not M USED S. Al SCREWS To BE STAINLESS STEEL .NH OR .316 AS1 SERIES OR CORWrSON RESISTANT COATED CARBON STEEL AS PER 9 IT TOLL BE ME RESPOMSIRIEITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Or THE STRUCTURE WHERE %MUTTON IS TO BE ON 50014 , 'l 11 1 Y w L W e IY/ 50 Ia YIELD STAFNGi AND 9G A41 TENTIE STRENGD/ R S,ALL COMPLY / I,OH1N eUWI'MG CODE ATTACHED RA INSURE PROPER ANCHORAGE tH14 SHUTTER SHALL DAIRY BE ATTACHED TO CnNCNFIE. 61OCH ON WOOD FNNIt " T N AIIl 4 SEE O t !.3 bUl£LNNf75. 4 l i S A- 7 '1 STR S o rw. A iM JO GALVANIZED STEEL. 011 AS, 301 SERIES S ARITL S1F'EI.. Wlnl J6 kN MINIMUM YIEI L. FA S, C aTRENCIH /0. EACH REGULAR STORK nMEI. r 12 LEKIW$ OVER IWL THEE A GLO4', AS PER SECTIONS 6, 6. W e 10 AND KTEOMERF.S 9W. R IOW SHEETS 3, 6 12 RESPECTIVELY; SIALI HAVE A INSTRUCTING OW/VER OR AND READILYHURRICANE T ANCIVORS TO WALL SMALL BE AS FDLI.(AV TENANT I I PT 'rEAIIIM. TO 4OClIRE. PANELS MM APRL.KA9LL RLIWORCE11ENt OWHNG PEROOS' OF HURRICANE' WARNING SE 411DI ICANE WARNING A () [SL.E)USSI*_.PE6"W_CONGRE7E 11 THE INSTAL"'" CONTIACIO/I IS TO SEAL/CAULK Al SPUTTER SPUR rtMPONENT! EDGES W40CH REMAIN IN MINTINVOUS OONTACI TWO- .T/4'4 TMANCHORS AS ANCHOAS MANUFACTURED BT Itw 81AUX.II. ITC (MI„ rr-319? 0...0 TIVE BUILDING TO PREVENt WIND/RAM INTRUSION. - 1/4' 4 . 7/6" CAL-N-IN ANCHORS, AS MARTUFACTUNED BY DEWKT INC. (MIN ✓c 3000 P.F,,.) - 1/4"4 . 0' SOLO -SET ANCHORS. AS DISTRIBUTED BY AU ('I"? SCREW, HOLT' a S"CALF, CO 17 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN INS DRAWING PLUS ANY BUILDING AND ION-C REGULATIONS (M,I` I, 3000 P.L) PROVOED BY THE JORF30ORON WHERE PERMIT IS APPLIED TO. - /1,-10 PANELMAIC "MAU 10 A PAELMATE PLUS ANCHORS, AS MANUFACTURED BY ECO CONSTRUCTDN PRODUCTS. E3, (6) THIS PRODUCT EVALUATION UOCUME:In (RED.)) PREPARED BY THIS ENWNEER OW IS GENERIC MO DOES NOT PRUE IWORMAIIDN (MIN D`-'33% P-0 FINE A PROJCCT. Trt SPECIFIC ,.. WHERE TIRE SITE CONUMONS D(WTE FROM THE P.ED - 1/4"4 rr TA -DRIP ACTORS, AS MANUFACIVREO BY IR(1-FAST CORPORATION (t'c _1600 as.t.) ILI) CONTRACTOR TO 0E RZV'ON"a FOR THE SELECTION, PURE'EASE AND INSIAU.ATION INCLUDING LIFE SAFETY Of THIS PRODUCT A,1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POUND CONCRETE SHALL. OE 1 1/4-: 7• FOR PANELWRT FEWAt BASED ON THIS P4.0, PROVIDED HE/SIPS DOS NOT OFMAIT FROM THE CONDITIONS OCTALED ON THIS DDCUMENT IO AIVD PANCWLTE PLUS AND 1 i/4- FOR CF TA -DRIP ANCHORS. CONSTRUCTION SAFETY AT SRE 6 THE CONTRACTOR'S RESPONSW ITY A2) CALK -IN Al SOLID SET ANCHM6 SHALL BE EARLO)EO I/I' INFO ME POURED COFCAVE, NO EMBEDMENT INTO W INS PRODUCT VALUATION DOCUMENT WILL BE WNSIDERED INVALA) IF WODIF•ED S UtCO SHALL BE PERMITTED 1/4- 4-20 SCREWS USED SMALL HE I 1/2• LONG MINIMUM SHOULD STUCCO EXIST, NO 1^ MRRMUM FOR WALLS FWnI No STU(XO. MTU MAY 9F HEADED SCREWS OR AIJ. rHREA= SCREM,S W/C HEAD. Id) SHE. SP'ECIR: FROXCIS 1MAIt BE PREPARED BY A F40MDA REGISTERED ENGINEER OR ARCHITECT WHICH Will PECOME 94 faT WITH WING RUTS ENGINEER or RECORD (E ON.) FOR THE PROJECT AND WHO WILL at RESPONSIOUE FOR tNE P40KR USE OF THE PED ENGINEER OF RECORD. ACTING AS A DELEGATED ENGNEER TO nit A 3) IN CASE THAT PRECAST STORE, PRE'C"' CONCRETE PANEL& PAVERS. STUCCO OR wow SOMIDS BE FOUND ON MF P E.D ENGINEER, SMALL SUBMIT TO THIS LATTER THE $in SPECKLE DRAWINGS FOR REVIEW EXISTING WALL OR FLOOR. ANCHORS ShALI BE LONG ENOUGH TD REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ""OWE TWL BE AS WJP04ED IN A1) Mo IN A2) (4) THIS RED, SHALL BEAR THE DATE AND OR101NAL SEA AND SIGNATURE O THE PR0f =NAL EN61NM Or RECORD RIOT rREPARM T. (H) ID Iv1��Nraort-D,DEY_ ..iEN. gDJ C-9D. 14 SHUTTER MAN FACTURERHALL 'S LABEL SBE LOCATED ON A READILY MSRAE ROrATNII AT STORM - 1/4. 4 TAPOON ANCHORS AS MANUFACTURED BI I, I. II BULOfY, INC PAWL SHUTTER IN ACCORDANCE WITH SECTION 17099.1 OF FLORIDA BUILDING ONIC ONE LAND. - 1/4, 4 , 7/4' CALK -IN ANC310RS, AS MANVIAGTURED 0Y DCWALI INC. (MINA ✓-ISOO tl ,., SNAI. RE PLA;EO FOR EVERY OPENW.'. LABEIMG TO COMPL• MIN SECTION t"Il2 OF THE - 1/44 IT 3/4- SOLED -SET ANCHCIS, AS DISTROUEED BY ALA POW SCREW, DOE? • SPECALn CD. rLORIDA 3ULOP,G CODE (MIN. -law P...,.) INNS DPAWM0 SHALL ONLY BE USED M II.-law PANELMATE FEMAi ID AND PANILMATE PLUS ANCHORS, AS MANUFACTURED BIT ELC'D CONAt 1111111 DBIAIII PERMITS N THE. STATE OF Rg6AA PROUDCFt (MIN. I'c-2071 P.,) ....0 M - I/, 4 CF' TAP -GRIP ANCHORS- AS MANUFACTURED W rRU-FAST CORPORATION +P�•`R A T ...,, ••''' D I) MNIMVM EMBEDMENT DI TACOM ANCHORS, ELCO PANELMATES AND Cf IAA -GRIP ANCHOR, INTO INE .C.A.,'' FLORIDA BUILDING CODE (Nigh Veloci Hurrl0on9 Zone Him* OMIT SH,NU HE I 1/.'... 42oto MIM - 20 GAGE GALVANIZED STEEL S7 _____CALK- INFOOLED STVCCO SHALL RE PERMITTED '/4' 0-20 SCREWS USED SHALL BE I t/2' LORD MINIMUM 1.n O - '.... / -.-,__ _ PT/I4/pp �.�- '�`' _- 1 GLOBAL PROTECTION PRODUCTS, U.C._arc: EAST. Mo I" MNIAAJII FOR WALLS LATH NO STUCCOL / _ �rnr of _ 4m %R 51 Snerr Kc'•, OR 0, ..' ' ., O RMti � n 1e EPEANr TH6, it i3t(OU)w-/m* 20-176 ua.'i uI•I uMrfP.n - Tar OR,MNO H„ s's/ IEAIL/9._a+AIVRI/IMn oA-om ". AA,A'O E RALi[A A lI1dR MC T Y. eNN, I p ]e -_- COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS (SCALE 1/2-1") _ _ .11 .....T5196' (TOTAL WIDTH) ..._ ._._ _ , ..__...... .... _ _.15 Te6• (TOTAL WIDTH) ... ... .-. -. ., 12.S00• (E:✓ECTW WWtN? - - - -._____ _ ,.250" __ - y .,.---- —1.3,50• - 1' • -, ./A • SO4• / .-...1,J40' 6 / 4 1 OOJe' WN. THICK I.35D• "'* _ ,300 .' - - 04WNRCD JREL r •,- ' f i I�' I - AST/ A-603 f 1y y,UY /� _ 7• 1?0003e• MM. M.L fEAlAKO , If 2.667• GRADE S0 1«IRM EMMLp. •, T_ / ) I t 2.66 GAWAN12E0 57£EL EDGET,/ ) `L7 4-60 OAIY, EpGE 2.1' . Sr TYP ASTM A-051 2. 1 i , TYP. 7 AC • `r: jj�� HEMMED 'PN wEMMEU //f /� 7 _ �, E,WpT'. yp FNFAyIRT DCFATL A_J Y ... - .. ... e£TAII A� e EDGE YL EDGE -E ' \ m OALV y' f.1g.TYL A N,'y�� •mr ' � ,l� I: Ae.e' L�7AlE A 5' /e.6' 111 -_ ___--... _...__.�"'^•''-''-'f _1 - ._ 6.2w .. .... . _: STORM PANEL 0 END STORM PANEL -1-.-2107•. ._- b ".' .. ! 250 - a -ter_-_ PMIr2) L:AO IAS ..r , ( I too* R a 125' .1 s4O N IICMAMD 177CE ) 00 R 0. r ' Y.1, • I-6 PIr 1 // `• \...,�.� y l,✓'' .ORS r 9J• 2.T2Y 2.009` / t ' IIEINME4 %+�. i .too r. - 1p5^ xR n37f 3 f C ' i � I - r b MW, ISOMETRIC , VIEW DETAIL A ROUNDED CORNER O ENDS OF PANEL'S END UP W/ HEMMED EDGE. (NLTS) I. _... IC CV in4 R -w< / ALL 2000"W- V----2.0W _'. ZR lJ "hit HEADER (� MU" HEAQER (4) AMM Q ANGLE WITH STUD ? 1 or, f,._-1 1/1. a 2/,4 374• i407'1.I 3715 :. ;,3w • : I .it70'.IEe' r 590• t 1093' " 153 r N.061' ,, _Fyy//1[•A HOE roR / .ea3` LOCATION At - -- ,/Ir"^Il\J i I 0 • �-R.t 25• i WERY PANEL. OVERLAP 1 - AM. am*� I.DBO' 7.000• (�) KEY IfOLfr WASHER ''`-` s25.--- _ a.000' --- �• I^,_—.- }�` l� WF. TRACK ANGLE D.DMI (MIT.) - Y11NNN GALVANIZED STEEL 1-1 •,144•r IYN iI ii / M., Is' 10MR 1 L . 1' 1 ) ��• �� l� Sd$�I I Des yL ' uCEN( '-.• 3751 •.39'4 eti34 9 I . .=� 34 • - I_ , ) i •' No. 44167 i #: # aE L , .jA,4MC, ! I .063"_. PUTo OUTICA, ITE WINGNOT WCE OF FA IA. STA O ;'� I .t50- 12s-•- - 1975' © KA PANEL -S ...... n� ' 1�0 _ _ 2,000- 9riVZ: 1'r1' Ar / '� '-y ® 2-X7RjU„(Atw ATERHATmv. USE MAID tin w/WII Nf i'''7" ..�'Z•{T.+i ALUMINUM ANGLE 4ONDUn4C WAweN W/ ADOWITIOM1. - 7/8'A.3/32• IMSNA ISTANIES9 VIFEE. ON NICKEL PLATED .ETEIL) It iA/F,MMI er,,n E V_ O 23• LAYS - ;.7sp' S.6 pfO RIKIFD 1OGEE • 1.590' 9 V20 I/7' o.G f_.___` ' SEE I 36 1 ±?sa OL7AL 1 i -1.SOO'. _ .__ Gar - ?S0' - 17B6•L- " I,'FJTO' _J,25• 1/ •/..20. 3D4 SEEMS 0J " 5 STUD RIVETED TO Y -DAD• 1 ANGLE • 12 1/2' tlC 3I t .e71' CR I.St . F— o . 1 013` 1 790' I _I I 004' iIYP.) © 3/e- 'F' TRACK ® FLIT PLATED VATH STUD FLORIDA BUILDING CODE (Nrah Vata A1.1 E 1. 4J ;r y F 2 TEST REPORTS• 2HZ� Large missile Impact load tests were performed under SSTD 12-99 standard as e ofthe section 1 09 1.2 of he Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Teat reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mahner. P.E.. Bartz Moroz, RE. and Henry Hattem, P.E. and Report No. 0219-01-09, dated February 25, 2009, signed and sealed by Edmunds Largess pad a, P.E. and Henry Hattem, P. E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1 B09.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Juno E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No, IOKM-1318, dated December 1, 2010 signed and sealed by Jerry Jactofano, P.E. as per ASTM E-8. 'j„�,�TRUCTURAL19yGIiCAL Li(I.ATKM, On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteoo, Inc,, dated 12/10/10 and 08/27/13 (for this revision), signed and sealed by Walter A. 71111t, Jr., P.E. 3r"M ISILE IMPACT RESISTANCE,; Large missile Impact under section 1609,1.2 of the Florida Building Code, as per SSTD 12.99 Standard and TAS 201. 4. W( NOD LOAN RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10,11,13 thru 1e and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12.99 Standard. ��)Au�WT ,�\ 1:_� Z-_/ m .4 ? ZZ� * .*_ f 1.S 11.. "tORiDII" ' ysS/aNAI ��,�. N//01111II IEFCFFO+ S. INSTALLATION: N` Installation shall be performed strictly in accordance with details it sheets 3 thru 8, 12 thru 18 of 10. of Product Evaluation Docume drawin -1 g No 20 75, Minimum separation to glass shall be as it sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation (P.E.D.), drawing No_ 20.175. • S,.MATERIAL SMAE3ACTPj STICSAND SPECIFI(�AT10N Shall be TstrtciJy in accordance with General Notes and Components 1 sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drli 20-175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Evaluation Document (P.E.D.), drawing No. 20-173. tied on c .RADA), = M LJ N It ,Sya�n co 3.E i hent .J a 6b• I-- N L9 CIHI Z S Q�°'N� at w a3i fl 5 r at Gn '> o e ng No. cc 3 '; 11 16 W J e>i = c rod =W IY a 11 cc0 Z.IIMITATIQNSAND CONDITIONS-OF-M. d 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E,D.), drawing No. 20-175 prepared by TlBeco, Inc. and signed and sealed by Walter A. 711111, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7,3. Product shall only be installed into poured concrete, concrete block, and wood frame structures.. Product Evaluation Report prepared by Walter A. Tlfilt, Jr., P.E. (Florida License No. 44187), President of Tlkeco. Inc. (Florida CA-0006719). WATILL Da TILTECO ADMON RECOR00 ) P, E. REPORT.20 L GALVANIZED STEEL STORM PANEL t DRWG R 20-176 L RI 1/4, 2/4. 3/4, 4/4. 5/5. 7/5. 1W/10, 2W/10, 3W/10, 4W/10, 6/5 5W/10, eW/11 R 7W/11 3' MO _ ANCHORS: FOR CONCRETE SEE SCNEWLE ON SNL'ETS a ! 9 J• IMR.- '•1' WIN - -. EON WOOD SEE SCGDOIIS ON SHEETS 10 R it ... _ _ -I-1" Mr, _ a a C _ .. 6 D.M., U+al LI r t--mil--,--T--- r .,. _ _ _ - �; (D+(�)-(�)-@,(�) I I I II I-f I i , ! I 0 I I1II ± I I '.I -4- T -4EO �7 T , + I �� I If I i {. i i 1, - I j � I , I � i II I I �! f - � ; ; I : , I , P. I I ,� 1I I I I ; j � � i � i I it.l 1 I 1 - . - i { UNBOLTED PANELS I ! I[IOLTEb'i'imT W/9' ?0,T" { ,I I I .l g,S M.S. BOET W/ T B' . S/3?' (SEE SECTIONNS AS I I I I WINGHUES O EA OW AP i i I APPLICA9LE ) i ' ONS AS APPLICABLE) i SEE SfGD L ? ( I � I I I i I .{ I O I r I I r i J' I 'r i` E ; n I I I I i I I I 1 i I I i I { , I 1 I I • I i I I i ' I i : I I i J +� I �o, o o of I i I ®i©•®+®' ®Or - I. - 1/4. 2/4, 3/4, 4/4, 5/5, 7/5, ;. AMIN -, -/10, 4o. 1W/10, 2W/10, 3W/10, 4W 6/5 I SW/10, 6w/it k 7W/11 '_- ... - _- _ -._... . ANCHORS. FOR FOR CON RSETTEE SEE SCE HEDULE SHEETSN%RUTS e R 9., _ ..... - WOODREGULAR STORE P TELL!') tit 14 ELEVATION N.T.S. 2,er I/.` IIUR GA (AWL M114AP -1 1WR]E VALLEY) YII,X. GAP 1 •'•TCz .. ,Up II FLORIDA BUILDING CODE Nth VelocN Hurricane Zone ,- :1 _0 �. N '' �f �� CJQ'p 1LL1E0°' ' NO 4416T i 20 GAGE GALVANIZED STEEL STORM PANELDRAWN IN, •# '-� SECTION A- #t: �` GLOBAL PROTECTION PRODUCTS. LLC. of VAR N.T.S. ATE . w - I�Nc. 0 '•.• Gi+ Rio a'W. et 91INat. D.W. H. =,. ` O ' DRlT 'A'• 7 R L�iiRI 20-t76 F '•„ .• w[IMF.4N w HIM, III101M: (m4NMW-INN, 1'AK' (WNMN-.M? -L-.•.LI w-o9DRFw *SIP Maii- NI subm"IfdF' AI/I191AtIAlF/MiD F rtR A ,al A.. ",. ewm 3 « II „ .0-0 O N Cn C0 O V N L O� O '0 0 C cc -a a- ' CM �--• U � to � a) -p � U ca . _ cn OL O -a 'IC C 5_ = O U_ CU -6-0 An -0 E � Q i -0 .0 (n IZ Q Z Z W J INSTALLATION DETAILS FOR REGULAR PANELS) a CIA END CLOSURES DETALS FOR INSTALLATION IN POURED 99MMU INTO EXISTING POURED CONCREJE OR CONCRETE BILCCK STRUCTURES CONCREIE BI= OR III INSTALLATION DETAILS FOR REGULAR PANELSCI & i1'�i P B BLOCK STRUCTURES INTO EXITING POURED /S� �p� rF CONCRETE OR Q NCRETE BLOC (NE SCHEDULE w �)' M O, ; I. ) "�'+ sJr 3TI _I - YAUD FOR REt9 AR. LIFE SAFELY AND E-Z 1WVG STORM IPMELyS�tS7EM LIVfi EXISTING POURED CONCRETE CONE ETE LO ANCHORS, FOQ WOW SEE SEE ov vDULE un +2� e 91�.I 1i]i.Ri3L T IMF C I«CIOR ' tAI 1 .MH' ., R MM.I _ _ e lmt mH q 1 . caKDIK1E AR01•WN M�.S[ts a IWOLAHGN ,)l\�I _... ED - -- I:gIORCiE AwD1cI,S t.'r. E%15TN0 POURED I 1 y j p _ ED i, REOUMCD N� RECORD , * 3 MA, (MN DAD9M2-61 NNRE YMJLT� 6. 9. TOE ' MP,,, a,`.�/ CD.O" ANCHORS (� (� 1 �. •jl) f&1 (WET MFw71WA.E IR - it OWE 894W L Ow \+1 - ,4 I 1 i *" a M�1 �CM - I• StRLTi a IIRIDU191r 91 I{ EMISTNIG PAWED \ SN£D W iMOLriI W) CDNCR[TE REGUDKDI 11 J`T, �19' ^w T T'„MaR, .._ °P1•°icw"'"RMrr( -((i[T 5o1[Dulf ON _ _.(M[SOIOIA4 1A '�SCIICDUL oN _. O.IL 1 lb RIRA2 L -1-, 1 CONCRE7C REOIAIRIS.: T''}IC,,, ,`..,_` I/7,' --I, MIn..•-. .• xs ears 1-,.` / -j IN wI` NAV ..4 E1rGT9O MIARP �,. 1 EID (� )... ` ,42n. + ,, ,�.. I tt' LRET 9) (I]Ee ) _ CD ^1 -- .. I /2 E J T,M4. a ,' 9c CONCRETEI ^I✓ I 4a, rw RwR - UPI s1En 9 'sNm 91 I I r - 1 t I ---Ir /�. .... I -- L �y��i NW IC: 7 ow. I/•• ea can / MO, ,W,rraN .. iE,7M® i "' I ..._. Ma, „. , ` �.' (�3, : ,: re"u« ._ ... I ; __ .. 1 J . _.. .- _ R i I _ I I ----- / '' -._ a._ Pn _-_.- --' ED 1 ". <r-,.'d ,,,•<r.^ a,A . �1 f j - , i 1 fi t .I j _ : _ I� I : , I EIIIIDNO rOVRT.D E:OIII 1 1 Q )' i , : ,:r 1 IR :. I i ) a E�J-^�.Y. 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I . ,,,, .. .;.} R .• yr I fir. 1/r ( ELIINC POWia ` �} 1 WSAW Dr t' i MAx of •l.' ~ I' Mh. CD 1 _ A d , µ- EL 1 { - LAn, J Daa"raaK °tE Eoa ED ? CASE C LPLAN) PtANi ,1 y NIK ('. (� ALOE _ _, { JAR...+ -..».«..I..... �+•-+.'. T , , _ - 1 r.�cc 7� ( I ANCHORS: FOR CONCRETE SEE SCwEDWL ON SHCn 9 93, 1 F70SRNG POJIILD' a fLfe t' MN. I/ .� wwW dIUNCAC1CMAp? 1 L SCN,e 3/ 6+1' Gfi% Ll�j6.1' 7/ (1) 3E' 1 _ � � ..... FOR W000 SCE SECTIONS ON SHEET 12 {: CONCRETE ANCHORS 00MCIIlE ANpO1K � CONCRETE REQUIRED'•' --'--I O ... ' ' SW tf.WMAki CONUI'i[ ANCMON , :. IM /I ,• r � J141/-eAT SAeM1a —•� . l'ONCRRE BLOCK ' � _ SIAL:RRFD W/ sno -- ,;. c«., a 7 ,.,I I Wwa e� CONCRETE 440-Oft �'4J �MI'M 3/ 2W I 1 ltmumm 1/2 "'_rB�^[F/iL' 3I. .e".`!e. auyR r EP Eo REGUi�►R STORM PANELS (,�� AL ELEVATION ^u' O (,H 9C1[9ulf Ow i9ss 9(HI[pLA.i W \' Ll,t (SEE 71MDULI d ,•. NIA. SLLs. a /� OA l__-L,._ .._ - ) 17 .-. .., IIF ' •A" « sm AMA a °�"'"P�,PH"Merrw L ':!, 1 e 12 11 SCALE 3 32SONVULL "-,' Egg 6Nis76, TIVIOIOHOV q TlTTS • R1ROLew q \.' 6111ET9 a THRGUp, 9) WrIQiS a itIRpIDH p F ["M AMD GM"WttC - COwcxtir wDTa19 .( , :#i�r.- • r o ff'} , WaItIA"'q�-I �_��-1 f 'j3' oD •3 _ T I / I/•• IAAx. ryP O WA1NeP IR'Mi 1r I ' A I PLUS OI « TAP .MP ;.� , : r (SLR KINE L OM !', 4 - - - .. n ', I. ! H 1 ." s00•, I..E.-,� 2,67• (SEE sbWT w ON SNIITS, IIVAVODH e) a"T .. ' SIIaTs e a e) I .1 / ;,..--'I lie. L 1/4.4-W.3/•- S S. BOLT . I _... (WIN ONERIP_-1 wNPlt M¢LEY) 4u e ■ �_A CU III St:ILf 3/e.I• SEALS 3/ I 9GAtE 3/IE.I' sGI.E a/e.1• pILKaO wD1N) AP.. N �'.. -� r ''".-� °A M'/ 7/e�]/]Y MHC wul '✓ i - -- - a 1d? a — SECTION .. -_. .. m._ _.. U 9rd��G SCALE 3/6+ 1• scxL J/e-I' - MN. AwM'o vk* W ". -- t "' I"' , qp • 12 I 2 O C CONCRETE AALY "-1 :: Xa"'M AMu"a"m CONCRETE ANCHORS Sass SO4EDULL OL ,/4• M4R a* 1 . IT .. 7. _.. _R�ODEE OF ETC90NO D NEW 1' WIDE . VARIES N 1/e• E-D. - EDGE DISTANCE .. I Iru PAPr II, de A.eu - w%/STW (SAL SCHEMADKM ULUE ON (SEE , 1) ON win 9) /�//'�� I 1CD E.D. -EDGE pSTAHCE - 6RFEEAwIRL THICK ALUM TUBE DR I• F (SEE SCHEDULE ON ..L:T-0 .. CABS F {NNI SPW W) SN[E1 /) pyRW rcwcRna GR SECT(Q,y A -A LTMa.) ■ vI I o�„ �,. .._.01 tS H SCHEDULE ) E)Mkr STUCCO/ PI WOOD PLATE SPACER .f SHEETS 6 tit B) SDAL 3/Ie••t^ Co„�TE O, � O' p, � K'�K SCALE 3/32ir� Mn WIa41WTlFw I �..1 SHEETS B & 9) WOOD &WD 1 P.-•'•It M CRCTL ,taCN I{(pUIR[0 1 m CLAM, I d e NEW 1' IVIDE . VARIES , 1/4' %. 141 1 �1' NOTE FOR LOMEs1RLATIGN fY trCi10N^. RcomtD 1 /�'4,y ALUM, TUBE OR 1' N YANKS COWt��e NDiE. FOR CAMSINA71()N D CN+DN$: ! 1 SEED 1 Y7 SI2ACEA ' TOP OF BOTTOM MOUNTINGS CAN BE INSTALLATION I COMBINED IN ANY WAY 70 SNIT ANY CACC E (PLAN) IEINNII/Al 1 ' i t2 try• C,C )„ tNIN1111NFN TOP d BOTTOM MOUNTINGS CAN RE D AH, CONCRETE ATxT111R.4 1 NINHHN - ERA N r 1511 SC" TrCO`"nDA- Ft - ACK Cent. INSTALLATION SCALL 3/16.1• r LLJ r p L+ yAt p COMBINED IN ANY WAY 10 SUIT ANY J I 9GLC ]/B.I' WALE ]/e.t• SG14L I..�AA4,..�1.,. ��"�cFro� 4.,ry HlsrAl(AtIoN � c+) 1 E 1 Ei 1 .: rl(i/ar'" . TL1 d!?!hx';t cow]/• E } F f �( : { FLORIDA BUILDING CODE (Nigh Velocity HUE Cone Zone y��,„�_»__ EYr E oq TD + No. WHcm MOH, n 4. 41 ;' FLORIDA BUILDING CODE NI h V61ooll Nurrkan6 Zone) $;. .GEN N.if {. FLORIDA BUILDING CODE (Moh VelooE MEL Cane Zone OfISTW'IG POURS() I;• :-. _ -- r FAICLA MCNSIL tO IN Q„ wt :. T< 20 GAGE GALVANIZED STEEL STORM PANEL (ME MAW[ I AMA Ol"aNlt E BLOCK LaAN M awls ,HWI • - �___y -we "kHr L WW « FP P2= 11,11M. INC r,r. REWRI D. '- .- .. Eo - ' # . ,aom 1ETECp, wD AP. ow OHM a a 9) 2D GAGE GALVANIZED STEL1. STORM PANEL 2D GAGE GALVAM2ED STEEL STORM PANEL X► IW1afS N1Drt, 1 T gpwrnt a,,,,,, sF NO 44181 � saw R�. AL07E Fa= coMeBEAT1oN IK g�rnrw,.: NO 44 6 DMww M' Z (eE[ 9cra ou" a ;�, * ' # g «� SECTION X-)E _ # ; * / Q '-'•-- E.D. -EDGE DISTANCE a Tk * � :��,.. s7neRoRo M u 9 e Rita G1 n s p iArE .: GLOBAL PROTECTION PRODUCTSN LLC. wa. / 5 TE Ok- -_ ' L081kL PROTECTION PRtMUCTS. LLC. ,, (sTE SCHEDULE oN TOP a BOTroM MaINTIHDs CAN eE TE 0 ' GLOBAL PROTECTION PRODUCTS, LLC. &M R OptD IL E C O ENI , A -iPN�ER Qz�'. I L E C O ENe. SHEET 9 CCMABINED IN ANv WAY TO SLIT ANY t� I L E C O IMC. lWm c«, „ /19aT CrI SAT /��y��y/S Gem WN. 91 eteon DET (L FOR REOUiRED AT T OR .,Do sw. lot Wi7R1 ) fy''•, Z YMEtlLag.ma"M liMiliAOi[ rr •' ;•,.^'^ • IMML. R M n,(`••. ►• . } TLnMID • sse1 TIAMD. A. 33314 INSTALLATION. 'L O f RID►' Awl IYAE. n- ]3aL. SECTION 4AS/ t w MW w-w war M R M,N 20-176 tiOMM TRACKS�_ ADJA�iT TO STIICCO,1V= BANDS iN RID . .w fit„ W, s. ss MRM eR ' w MM PHONE: (mANN-tw, FA (Le4)te6-pn 20-) 76 S ''•. MAN w... mI VIMW Anw rN«G (rNMa•73+6, ANL (4e4)WL"M 20-176 JVAAE �o•'K� '`V ''•nt�im, F. • IMR`"'0.',.'-" DmMldW 'Q ,..I.. f.R/ a,_Im N. , U4I m-nL PN9IIE fwSFNw-7N0, AFI (MAYeM-ACTH .ems fI.N u,•,NW Aw aM7 .t•-I4H n41A po_ o .,r 4H RIOTER A IRMI i., P £ slat I « La n NINAWE • 'I MARS « N F TAINT r MIt11 e « ri SCALE 3 IN E M'X., ` TWE/«W G-oDDIf Ie AwM-• s+ MIAWIAW 4I, S/ IN A/SKSNIYR/d1E .T wta°w t�K�Art'�y r.L •R• r• PMRNn w' s''DAFAAH NA R� ""'YUAL/wn u RAru�A anme719. A.E ••• J wIWT _ - rS SHEET NO. SH 1,0 P AT ft 010174 . F, WALL AND FLOOR MOUNTING INSTALLATION FOR DODO M+M4:'�tlN°'�'MM6 SPUT PANELS __. _ :� •] a_ , 4/ '• 1,NN earn - - - _ - - 1 WW Y/Q 1 11 4''1 '.\ _ I / Piw•' N' I �' ,`.. Mw•1 .•N'-Y __ - -w6rrt_rr ip • •'1 *1, 1.. �.. I ' I I 1 j i I• 1' 2 11 2 + ' m¢[ or VALL - A✓IrF rAFr01= W/4 C `� 1• I I ( I I-.�et.. `.._ICtD .�_! �• ' RIA YOP ° \ «lo/'• mai ! / i 39aLE: 1 4 r, ♦ . T ± YI t Y 1 1 I • / 1 _ _ Aw[� •q -q' lr Awn , • / T •T 'Y�-'I-i�i-t.i. ;y', i �1 --^ 1'� eYYA IIOeY6 NUNSifH RIM i 41R 1 �`�--� HALO. • N" •wiM( Ar M NY:1 TLA 1 Fwr,r� N.O •.--}{��-•TT��''''I��I .___IOW. �.r. wa r/ a l/L- �_S� R. ii.Piw r at YID .\/ w m sAck, °''� �-l�.'ra ••� Or .m rlAo>Nuf. ul Nino I� liP�a": n•D n - 2 r l l I r T l` ( I k4P> a ! r Y C a l W : 1/7� _ ./Y - 1' ..- ,AIUHOs iTNN -tea MALIGN la•a2r i \ mnako SECTION Y-Y aq SPLIT STORY. PANEL ELEVATION SCALE 1/4•-1 SCALE 1/4•-1' BMw°aMIn SCALE 1/61-11 DETAIL 2 a �; �,.�• DO,a,•�aNl 1 ..1 ► .� MULLION SCHEDULE MNF• WLLgh SPAN (R) • REOMR[D W. TUBE MULLION - 4- I whin • • N ♦Np r/Y aD[ A,C,IORa1 _ , 6.-4D.O TaA RA.. wen I a H `✓ _/ -M e1QT�. '• 4 • • 2 D� 1R161MIM. A1I�0 pR,�/V LL K ORKNIEO SECTION 1 vARAI�t �CN10IR ALE RATE: MULLION cAN NJo LK NIRAIAED W/0 17000 4041 ON TOP N BOTTOM m TINT R K LOCATm AT top all soTtOM Or OPENING (ow pma OPDNAO W/ TuBE TOP W wnoM) ,/�,. w ewa6 • r �0 sa • I� p9p r :."°0" ■ r� tl 1 '� ,ri.r ,r6P1Of'"� .. 1, Wurma M T e�E FIT, OWN>4 - 1WALL MOUNT= IeLSTALIA TIV[ S1M SONt. INSTALLATION - ALTERNATME I W Al IMSTALIATICIN ALIUMATM 2W SCAC 1/4' . t• LIDILS; 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D. DESIGN LOADS UP TO +S5.S• -72.0 P.eJ. AND PANEL'S LENGTH UP TO 8'-8._ !. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2• W/ SPECIFIC DENSTTY OF 0.55 OR EQUAL NOTE FOR COM11007T1]N OF ArnTIONt- TOP a BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, CONCRETE ANCHORS (NE i *011 141 z PourAD cowco P I 1 7L',f:04f OR Fall 4 17 /s _ MM WMINEVE ANDiM (tl6 1C/mNi N� SHIFT ,N Fawn co"Com aao I' I I cF-1 lY (y(L1 I• �ym� i 1 8 .,� 6T710 • 12 1 O.0 /T 1 4Y-I• IFATJIN! W ro •E7, CONCAET'E AHelloas `/--- --- .':; ,,•� ,•, (Q1Q� 2tp (ffi 7CFON sest, OJ' 1.., I jgR10Nj IER am P01111(D CONCKR--•� I�0comcom 1ORmc. Nj -1•_ 5mm ,.) WALL MOUNTING INSTAL i ATKLN WALL AND FLOOR MOUNTING INSfALIATKLN SECTION 1 SwE: 3/6• - 1• -SECTION 2 SCALE` 3/3' - I' dRiL1�LE.LIrE.41V];T7 sTtRM PAMLL15iIELl,1MSIALEALWM; I LIFE SAFETY STORM PANEL CAN K LOCAIED AS AN ENO PANEL (FIRST OR LAST PANEL) OR A9 ANINTERIOR PANEL (ANY PANEL LOCATION W BETWEEN END PANELS). LIFE SAFETY PANELS MW OR MAY NOT BENIC INSTALLED ADEM TO REGULAR PANELS (w/ OR w/o I EOIAAR TRACKS.) 2. LIFE SAFETY STOR PANEL CONSISTS OF 0.039. OKVANIZED STEEL STORY PANEL AS PER I:OYPONEMA , SHEET 2 M ORAWINO. INNS PANEL ITSELF TO BEROAmED OR INSTALLED FROM THE INSIDE OF MUCRIRE. .tN11111N 3. LIFE SAFETY KOURES TOP TRACK TO BE COMITONCNT(Da e07TOM TRACK To p•TII K As PER BMr.ET 2 Dr T116 DRARYNO TT,�..•••••� COIMO/kNT v K INS7ALLID HALL OR FLOOR MOUNTED tY)tLO1wNo SECTIONS 1 6 '(.ENS 2 ON tHIS SHEET. µ WkLI AS OETMs I a 2 ON SHEET 14. 4. MITI, LDIGTH FOR COMPONENT 6 tY. %0 Mw. ANCHOR SPACING FOR COWOMM ®ANCHORAGE AT IIOTTOM 6 GIVEN ON SCHEDULES a 2. SINLi 14. COMPONENT MAY K PERMANENT OR REMOVABLE ATE ! SEE DETAILS FOR INSTALLATION ITO WOOD FRAME BU91DMRt5 ON SKEET ,s. F SEE S14M 4 FOR OCTAL APPLICABLE To THE NECESSITY FOR THE INSTALLAT,ON OF '1<S ON RACKENI ., SPACERS AT TWITS INSTALLED ADJAEAND BEYOND 10 STUCCO/WOOD BANDS fN /NIY FLORIDA BUILDWG CEJLINO ! FLOOR YOIINTIND WALL A MM WENINTWG MI�TAl11,,T'leN - ALTERNATIVE AW INILT�T1011S - AL TERNA RW (SECTION AT TOP IS LIMITED TO +5&5-67.0 NAM. SCALE: 1/4' - 1' AS.D. DESIGN PRESSURE RATING) Bri6t• 1/4' . i• R,r {1p� Aa . 1R M - a•.r FFw 41,N e FAr I _. r.Ae r FI•., Auwm .re o.n. IW ..t 11WAuAMON - SECTION AAW BCJWL• 1/4• - I' m cNOYT[ ANDeft SR VcHrow ON ONE? 14: FOR 0000 Sellm Ill stcnm 0R slarT IS 1. 2 eL Tw/Ts N APL. 1/a 2/a 2ya 3/4 a 4/41. 2 k IW/15 r W. Al t' Yn. TOO PA,W (w1DDOI (wTmm PAeD) (NYEIOM (Do PANEL) i 1 ,i f. ! LN iLRNR Y7CAT1011 M IIID 171NalJ p4zN a I I III :Ni/, /A 9/A 9A/A VA r• A/A 1- i 5WITS 1. 9 A fI MW IDEATION 'LOLLS l//4 l) F/15 AtIVINATE LOCATION-J ON LIE Sm-m PANEL L- ARD WINO LIE SAFE'rT PAMPAS - - V. RED" PANELS W/ OR - WID REGULAR TRACKS LOCATION OF LIFE -- SAFETYION OF I (S[E NDTE I (SEC NONE 1B[L0W) _J IY'LaW) • 1AEE ►N1El E() 70 eE r6MLLED A5 LIFE TJF[TY slow ►NPfl. OPEN" SINLL PANEL (V & ail ELEVATION ALWAYS BE PRO6OL0 W/ REM HANKIE 10 F,G1 f NSRYU / r INN= 10OF STRWALL ON11[110NED FROM IN= SCALE 1/32.-1- _ I-1/1• M.. SAP ®®O' ) ' 1 • IN` M... 6FP LAB ---- l!i Hart 1) UONM- Al DIYn111011 six mm 1) SECTION 8_8 SCALE 3/32*-1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.a.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L` SCHEDULE pLLNI6IAY ALP Y.a [fRe,N �.Py.�•�.`�.. N46.5• -me T-r N um 2 1/4• IAIBILTED , Itau e 6 1 N.S. -7L0 »-V To r-r W.. 2 11. uwxvEO , TRu 5 a 7 .6]A. -Tto W-r ro 11'-Y 11•L 2 1/7• • ' ♦4]J. -M.0 1!'-V all LESS ] I/Y • AT aN1MAPe a • a 10 • SILTED W/ 1/4V ZhI* 3V YS ! FIRM A 7~ a MQDOM OF PANEL MAXIMUM A.S.D. DESIGN PRESSURE RATING (mow AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (WLIID ONLY FDR PANELS,m& 0INSTALAt10NS AS PER SOMA I IMM 7. ON OMErlS 4 a 51 IN2MIY A1.D. 061M pmemu K ,TRe (ass) LFMIMNII moon 1P.csY me to, - 3 lIr •• >OLT1014 /f a N6' Cq¢N /MT M aDI WIIMIY PNNL 1lNCM 1• (N.Y twoo. O w_mp c I PmAlu W fOLME a IANDATIVE PUe TD CDW.AM I CONCIRf 10CDM*M Tli-- Coma" Sam ---T-_16-- TO 0001 4E1F CONCRETEto caHwn �1E 0BLOCK ?aON OD" m OOILNOIL r N/A N/A "/A .• r/A 1' /[/A I• N/A (TQP) Y 6' N/A N/A r r r { - •� r 6• ^-(NOTION) r NN R/A R/A - 6' N/A - •: R/A /A 2 (1017 r "A WA N/A a IVA S N/. Or N/A 2 (may) .56.5, -710 a WA VA _ N/A e• RN i e' I- R/A r R/A 3k. (IIY'I ' ]•-e• a tCS3 N IRS- r 5' WA N/A 6• e- ..•_r •.•••• -. .- - •' •• a (101TW) r M/A MIA N/A 6- N/A - 4• M/• _ - 1• N/A 6• e• W. R/A r r e' e' r e• A a r LsaTTaM) 414 WA 12 Ill- 5 1/.. 17 in. alp• 6 1/0 6 ,/A• ♦ 1N• a I/.- 5 RNryoTroN) IN ONERI 10 ! 11 FOR AW.Oft IO[ IT VOCINC TO WkIAT&A IrlO WM TIME NAAM I10I40I0 ANCHOR OAON06 AND MMLr ESOL IMSIA CE AA[ 610011111 N THIS S=Ut TM [D U35 Rer 6OIoAtR ON Sweet[ INVIC! MCNM >7YGO eY MIAIIPLnO 1R"Lr0 sow M ie•IWLAE 1F M Fa AMM FAOIMI FOR ?lt 0/eRAtON To SE PDM Lt. RMUC D V%CA10 OOIMO tsm "Znp M,FLL 00 U LW "" VWW ePATLIO /NW111 FN PALM A HOR rM AT INOMAIS LLQ.a. AIOO 71K INN I/4'. 1/tL 1 INti 1 1/4i sNs s nw1>. DRAT iO-e[T ---LN. Nakme v OW W ] a f L a 1q J '•F6P.eM,N anwr RL) , ) a l ) a ,/f ._. WA6-I LLA etr4. ) _ ) a ,A a v2 , 1,3 ABtlL BY ONK mom eAai W 4T - 114' LA . SA* UM IRAN &ANM e/ "4'A-Ma• 1J Ma • 1 1/4' o.c fall TO PANn UWHS UP To W-0• AAw I I/4' o c fw Lm6na up Tov-s' NN. N 9,4-,a ' . AkALLM II FOLFLE to N PANFNWTE PUS • 12 1 Y 0. C, WIN 1 I/Y YM. , ro ,WAINII FN Au. 1jIEN 7MM Nr t 1 I 1 l 1 I I. FIT e0hpa ow- I 1 1 i 1 1 1 1 t 1 i SEE sommm I Mma r1w e I r To GLASS N I E 1 1 EOM I 1 Eoi I , j 1/4' LD . 5/8' LONG IRAs OU!10" ---RI 1/4.-2&2 Sa MS e e 1/4' 04 FN Hw14 LaaR6t up S'-r AND S up 1/1, cc Toll Loom r ro '_11 M.. _ j �M r•I4_��a NrEIMtrt now" o M MN6Y•[ NUS. 1E 0- D. G 111N 1 1 I 1//22 WL TNR4019 PDLTSVIM At IIDWN4N OF D.VM WOOD PM FOR ALL LmS1H6 UP To r-r Ill. 10 MINOR SCALP ,/..I INSTALLATION DETAILS FOR REGULAR PANELS() CIA INTO EXISTING WOOD STRUCTURES EloaniG • I� j 4- '� �• - T� se, Ept I I _ it rw EO� ED, k §§+ I I 1 , _ N 1 3g� �iF:.�iii 1 W T -}► ---- °LE1011 W AssR w%?V= ° 1 r I • 12 1 10 OLAW 0a I EON / e'o 1 is Ea` N, 1 Nor ED a t0 to, l/Y EOj.. �� / J T4r I `•am NAn 1.. L�r [rauNen 1/1Y-2ldi..• SSIld � p� 4 o.nL RW1e RUE • r/' o' - _ V „•> �r a ALTERNATIVE '<T_M ALTERNATIVE 4W ..� 11.K a a FYi1M or MiL SCALE Jry.1• - SCALE Try-1' ERAM /4../FSSSS��115S11��yyQQ L[•yr5p � Oy�hTAPS6LQ sOrl'OF4aAaA21M m l({Yq i1I1, .TIFF: unFw un Luse.LF •1rLwu WFL SHUTTER TRACKS Not 540M TOR CLAWN NOBS% 1, INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S,D. DESIGN LOADS UP TO +55S. -72.0 PSF AND PANEL'S LENGTH UP TO e'-B' 2, FOR NEW WOOD FRAME COFASTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL tlCIGiDR.G9MRIdAI10tl.. OL 9E� Top a BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION s;?UDS Is EMERY D.ERIAP TO T/2• oc) VOID PANEL O 1/4' SEE SEE NY,,on PANEL _-ENO PANEL SCHEDULE /1'; scNm% FI vit ANCHOR 0R % .- ]" - ra1 oR DIRECT MLIUNI y C,m SPACING r-r fa.. - DETAIL 1 ' WALL MOUNTING (AEPUCABLE TO SCHEDULE 1) sr F. 31le - T- MAXIMUM S.S.D. DESIGN PRESSURE RATING (R.aAtA)_ AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES •e'ti4E l t.i.1DW:..BALL.YGUIQ_tm[O0m16_IOC t.IOIIGII.B/_LD�_• a ilr L STUDS • EVERT OVFIILAP (12 1/2. 0- C.) ro HOLD PANEL s/s• M.. ((usE 9 i Y 1 Nurrlcons NIERNATE /� 3 ,/4. � Ii,211 1\.� NTER,OR IMME.L -CID PANEL Q9 L]l�/ pL•,NgpLAE J SWWLLE y '�P•1a� -3- /! rail _l_. H Call - s•-; MOF AICNOR Yr. A SPACRO SPACING 410---',•_J• Min. DETAIL 2 FLOOR MOUNTING INSTALLATION (,A PII,CABLE j0 SCHEDULE 21 SOAG 3/le - I• MAXIMUM A S.D. DESIGN PRESSURE RATING (Gas.i.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE ..,Io. irir EB�Y m�="S!'�'• -� ± n rat aT sArTTY 4NYNY PANa�i S73ON oN •,.rn 1.1. VAAmASA O TA► -or OfAi1 PAFeLINR F"ma To pN,[UFAt( n1,a i PRL131N 1fO ..I. TD Calltl[T[ m 00401211 To c01t T[ to comet" ro c&4" K i COLOINVON OFBLOCK IINM WIONW PARE LD16IM 1' (n) com"UPOON E ROCK OL00, IUICK 5S.0 -72.0 r N/A N/A N/A 6• N/A 5 N/A 6' N/A 1 ! 2 (TOP) s'-0• on Ins 9' 7' 1• 9" 9• 9• 9` 9' 9• B" 1 (BOTTOM) 8' N/A N/A N/A 8• N/A B' N/A 6` N/A I At 2 (TOP) +W0 -72.0 9" 5' 9- 8" 9• 7 1/2' 9• 9' 9• 9' I (BOTTOM) 51-0` TO 7'-V +57.0 -72.0 6' N/A N/A N/A 6• N/A 6• N/A 6• N/A 1 A 2 (TOP) T-8• TO r-e' 9' 4• (BOTTOM) SCifiOLtLE.2_21.�11(! Fyen! u01•It.tOL10Ai BDEOLL 'J'iE� -3 112• V uim"a PRlSQtIIN •.r I (7Ra a D/r rw Tom, ill O Na[) GWE / mm a r M• nM Top A THRO 1RCTIOI� k COIN MAXIMUM PµEL LENOTN v (R.) 7 - - UI+Tq +49.2 -61.5 3• 37 4 1/2- 4 1/2' 2 (BOTTOM) 7'-6. OR LESS .52-8 -68.0 3• 3• 4' 4• 2 (BOTTOM) 7'-8' OR LESS .53,0 -72.0 2 1/2- 2 1/2' 4• 3 1/2' 2 (BuftOM) 7--6- OR LESS +55.0 -72.0 2 1/2' 2 I/2• N/A N/A 2 (BOTTOM) 7'-6' TO e'-0' .56A -72A N/A N/A 3' 3" 2 (WroM) T-6• To r-a' I.11MA Ass. ®IF FIIOP([1•,)eNi YF. Taft LeM,N" - sIPNLON. ro DIAn LIMY c'aNM1loN •464 -Tas Y-a• 2 3m IAILOl1m su NIRT to FN ANoIaM TYPE ! •sm" FOR sIRNL"m we "all 0e0611 suLw$L MFISNA ANCHOR WACO= AND TAIWAN Oft 019ANCE ARE PIDICAMID ON TH► /aKOA[. Fee ED ills ROM, Thm"p1 W schm" fell" now /aEWO IT MULTro ill 9%cm SOWN N SONOLNE M THE FOLLOWING FACTORS. FOl THIS OKMTON 10 IN POBMRL FNa m SPAO[O OBTAAW LAND FACIVA SAILL Mal' N LEK TWN MNMUM WRITING DOICAT11) FOR LAC" ANCHOR TYPE Ar 4101101111 LEMQ ,/4`I I/4. 1/r. //4•• 1/4'•- Aa„ TVAR _nwToie T;pNo ..� ,r OMAy1 •FerMrwr On1 a a ] a a ' _ AWL m Om MEIN= new S2 . .... x _- s6 _._ __. - all. __ - - - - - - .eP _._ r ,Cali $40 ,r... 43. MAXIMUM A.S.D. DESIGN PRESSURE RATING (R s.f.) AND (CORRESPONDING MAXIMUM ANC OR � SPACING SCHEDULE INTO EXISTING FOR REGULAR CONCRETE ,STORM_ A CONCRETE PANELS BLOCK STRUCTURES INSTALLATIONS N (VALID ONLY FOR PANO.S Oa Q BLSTIMJAIIONS As PER SEcrale; 1 TNRu to, ON *am 4. 9 A e) 0 C2 a cc C.J +P• I V C C C 7 ■ Y d N C EC a mm To HHINNI 3L. ''�CfH '' •,✓� .T FLORIDA BUILDING CODE M h Velocitymu cons Zone # ; NO. 4187 i°°a0 LW0°' "� 20 GAGE GALVANIZED STEEL STORM PANEL MOTOR, W. '* It E .• . _.- �L E C O GLOBAL PROTECTION PRODUCTS. I.I.C. R/al/ane Pm �y4y�.R• ' '/( "'Yy�si/ " )pP• ' .1G ']pZp IrB 41GW[rIL - srw4 T mmom 20-176 4 Q L P Nw e1 Mw . P1O Nr, a .wn W•nN Ai.. r% t n mr (6N)M►-isN. IAc (PM)w-mt AFRO /IMAM L TIR/TNIe- w olpe7l�� ru. w p; mm 9alumA N,�,Y MAMMY ANOIDIO tlWals ,111 tA.. a T/2' - A5.0. 0®eM � ?ApCON LY 7M-Mw CAUL-w P'IINLWII fOW[ O PNp,NiE RIA WlA >R ro YC,1011I 6 ! ANMAUY vw[L PRESSURE � �„c ro oollcHa[a ro ooRNEtE ILOCx ro ooNCLIEIE ro ,xIHCREN 1LOCW ro LroNCAe1E ro ,xNc6xtt 1LOGi ro eaRaNTE To tnwa[re 1LOCJ ro LYaMCR[Tr m eOALYNTe ILOM ro ,xltRtT[ ro eoRCRtTE 1lOCK ARr caseNATaI, or T,InI ,[IwTN, t• (n.) e• N/A N/A N/A e' N/A 6• N/A 6` N/A N/A N/A 1 (TOP) 6' 1' N/A N/A 8' 6' 6' , 6` 6' e' N/A N/A I (BOTTOM) tl• N/A N/A N/A 6• N/A G. r N/A 8` N/A N/A N/A p (TOP) 8' N/A N/A N/A e' - N/A S" N/A _ D' N/A N/A N/A 2 (BO1TOY) SBA. -72.0 6• N/A N/A N/A 6• N/A tl• N/A 6• N/A - N/A N/A S • 4 (TOP) a7'-S' TO B'-B' �' �$ A�B' 4• N/A N/A 6' 6• 6' B' a• 6' N/A N/A ! (BOTTOM) _ N/A N/A N/A B• N/A - 6• N/A 6' N/A N/A N/A 7 (TOP) -6• a' f" N/A N/A- - 8' 6' N/A N/A 4 a 7 (BOTTOM) N/A N/A ,2 1/2' 6 1/+' 12 t/2' a I/4- 6 lj4' a 1/4' 6 //4' N/1 N/A S (TOP/BOTTOM) 80.0. -SS.S N/A N/A t2 7/2' a 1/f" i2 +/Y B 1/4• 0 1/4' 6 t/4• 6 1/4' 6 1/4' N/A N/A 6 (TOP/BOTTOI) '-B• TO I1'-2' SSA. -72.0 N/A N/A 6 1/4• N/A 6 T/f` N/A 6 1/4' 6 t/4' 8 t/4• 6 t/C N/A N/A a (TOP/BOTTOM) B•-B• TO 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1//' -14 B. 9, 10 (TOP) � -48D e' 4• - N/A N/A N/A N/A N/A N/A 8` 6'1/1• 8 BOTTOM) OR OR tElS '-'� B• -" � 4' _ N/A N/A - N/A N/A N/A --N/A N/A -N/A -• e' e• 6 1/4' 8 1/4' B (BOTTOM) t2'-4. LAS N/A N/A N/A N/A N/A - N/A 8 I/6' 8 1/1' 6 1/4' 6 1/P 10 (BOITOY) 7NE Plt7i 10. It AND 1! FOR ANONDRS TYR a lP,Celo FOR SIO7NU1gNS AFRO T1000 FISIAN BIIRDIR IAIAIRlM ANCHOR 7PALSIFpS AFO IIW4LWAR POOL' Oaolrl ARE 61arAiO ON TXM ICIRdRL NOR CA 1[SS /1MN NOIGLT[D ON TAaImWE REANCI ANCHOR OWCRO K YIR7hYMO 9PAbN0 fNONl1 ON fGNaJU: BY IK FOLLOWING MTM. fDR TWt aPT2Nt6N1 ro e Foe31BM. Rm{CfD 31MEN6 DRONED u66Ia ACTOR fINLL ilR a t[ss tlrw WOMAN VACANT SINICNO NArAEO FOR LION ANCHOR 1YIt AT NNCI,ORS LLONNo AEIOIOR /Y1R[ ,�.'• Troll l�rs n ?r.MIP 1/4•r - �'�• '/'•'-- -'/'•'' -'/r'- lau-M - KILO-=T M Alltli lALWIe PL7 a 7 ) 7 [ ,R a ••Iswr,.r6 a.r. 7 ) 7 6In 14l M14N a ,n ! In � a ,n MWL Ara pee �R6rp F Aa T o R a - ,JO s as -. ..• 1Jo 100 - - f0 JS loD a1a - Im 1 r - 44, INSTALLATION 14-10 PAMR,NTE PLUS • i s 1/4 ot_ w/ 17/e DETAILS FOR REGULAR PANELSn C1� r ` `.. :� - /i1-f0 PAIHI.WTC PLUS s s l 4• o.e. w/ 17/e' INTO EXISTING WOOD STRUCTURES r I ��,� I /1.-10 RMIEWATE PLu6 ` s, 4• oc. W 1 7/s• ro tx;STNFO ►w HEADER IJaSTNO rlo0o Hu700T t" m 13T16fIa WOao NUOEA VoL. a acolA " ji ro TNR 0QD HER" EU15Txw w000 NEAODL , I , ; , I1 �. oaA' fatA . tYTTN T21e . 1 2 �l 0.G w000 PFAD[R j I • y' 2'I I a I/4' OL w 'o'°[" H„ !1', IaaLNAEO I(I c dQ 90[ao[ N w.aT . I ell eCL6WE TO 94M 11 eEi Sa[RA! oN A1° To OLAK. I{. FOR 1a. aMlPINtIM ro oLaL ' ; TN ,M. SLINNTTN W eLAee /49-2M1' Re Iie�AoN"yDYr SNAP +1 - W.. ►NIEL L[NC1N (s[E NOTT i) - ' ,/4YF-am,• A.e � 1t�rlRrrWOaMD"raAP - ,� A,-..,.. M•.. PANEL LEN04 i (SEE NOTE 1) I/4Y-]on' e.R • L� TAQA - .�'! ' M•. PANEL LEW", (SEE NOTE 1) -. 1 I ....._ >; Sam Box sae ` OF or V ma N • - I • �• i. rYNaw2N� 61tl,1[a l ;& Wl 1W W e [0. ��If I : wat LD • 12 1/r oC E0.- 7'N4' W000 ?ANTE YN' W000_►1/N7E (,w000RATE, , L L .. Tl .. - O.C. MDi 1/7' mm REOUIRIp -Try• }I4-10 !µ[Lwti Rua REWMIW { I I,1 _ 11EWTRED ,� VOM OF At D H Of • MIDWIDTH iL 1/4•• NAG SCREWS B ! * R1AGNACID W/ BTUD AT kVDMM OF PLATE SCALE 3/3- 1' IDILII SCALE /e-1• scA! 3/6-1• 1, INSTALlAT10N5 FOR ALTERNATIVES BIN. 9W a IOW ONLY VALID FOR BUILOM/OS WTM AS.O. DESIGN LOADS UP TO +43.8. -48.0 P.•.1. AND 1LNLuu1pN, A• TI( i PANEL'S LENGTH UP TO 12'-4' 2. roll NEW W000 FRAME CON6TRWZN: WOOD MEMBERS TO BE SOTNERM ��pp v4.V�. •••••••., r✓4y p : •'•• WIVE N0. 2, w/ SPECIFIC OEHS(IY' OF DSS OR EQUAL GENs1 �:' J E 8t FLORIDA BUILDING CODE (Nigh VelocityP � g AeTe FOR CMId11ATION OF ertTlnNe: NoF"Oarr� : * D70•0 •'ro0' "L 20 UK GALVANIZED STEEL STORY PANEL TOP a BOTTOM IADUNITNGS CAN K IN AFx wAr Yo surt ANr S •, , �,'. t O.:••. A'[� .. _-_. _ -.�tr_ � /co1ABINTo COIECTION - PRODUCTS. LlINSTALLATION. 46M Sr. at SHIRT INSTALLATION DETA11 v`' IAO scRtwa • ••'p1aG r/ z FOR OPTION 9 i FOR INTOEXISTING WOOD LiFE STRUCTURES SAFETY STORM PANEL SYSTEM -- �I I m CllaF M,6WG1"M'°" i t. D N Rta111K010TR I 1 qa/ � I ALTERNATIVE i �TERNATIVE 2 _ ` }1S om SWEET 1." TOPw. 1 to QLASS r EONI 1 ED Ea" I Ea) Ed t N mom Ea � Rwmn r - I �, r10DD PLAtt . AEONR¢ ICI I,.e) a•M ALTERNATIVE 3 ALTERNATIVE 4 gwlm � I` 1 .•. yyqq eN[re • r oaf W/ 1 ,/a• �. TFIRaDm pONlMllal M I{' ,Nta.4/r tOO MMM MSW*4 W/ u e 1/4Y1-EO•Y Se. MZ • r 0! N ALTER TIVE WOOD FRAME CONDITIONS A( ANCHOR LOCATIONS 1/4'N-2D ►Nu. ea B N PANFLlAN2 PUN • I• oc r/ l i/Y W,. suk S/6• - 1' TTAEAaa P[1(IRUM To [2iRera WaaD Port FIo1P 26AR1[R nMaa ION RIDrN fall twsn WALL MOUNTING INSTALLATION y/.MIIII p. TIL(/r✓ ALTERNATIVE 1 W ��P ¢ NO T FLORIDA BUILDING CODE N1 VelocityNurrlearls Zone 'QN01R1p0D' °o- 20 GAGE GALVANIZED STEEL STORY PANEL tFNw or ST a 1. FMS1AIlA7YRA ARE ONLY WAS FOR BUILONCtt WTI. ASA. DEMON LOWS UP 10 .1541 -)2.0 M NO PANEL'S LENGTH uP ro e'-r. 4 ''. F[ p50 :1 GLOBAL PROTECTION PRODUCTS. U.C. �/1°0A/RApD a FOR NEW wood FRAME caoTRuenoM W000 MONITORS m SE SOLmaRH -- Sj• •�� • •T/yy J "�•' C O ENS. M1,wy , Pike N•. 1. W/ 961CrFt OEIIwtY W O.se M E9LML. er T'FYr,Rlll1 Al r MwM IL M,r wOK; (RADON-7Mq rA2. (6MiWlE-e71/ 2D-T7B illl`M•N PE. O!L/wwM?iPE/M1E '� rY • JI., P[ 4 ,. ' SNEE1 is or as Cn W CD Cu Cn 0_ CD U Cu O a- ■ Cn Cu B•.Brre LLI = Q z z Q J a SHEET NO. SH 1.1 A A -....... .. _ .... ANCHORS (SEE SECTIONS ON SHE'E[S 17, 10. 11 a 20)-----.. - - - 3 MAX. $07. AIA/T7, WIG, 38/17. Wt7, 88/te, 3' MAX., ,• MM, MW/[6, TAw/n a IOW/20 Wlp9, 76W/[6 6 ew/96 I• MIN. C O O - O _ -0 �- 04 I I i - I,Q iaoQ..�l ', � N1AM f1CM 0011. �k t I Rmiw EelFwlt !MwL I (.!/ j Lei SHIM• aNs/ PYBL t .. _:. 1 4'IH_aa,1 S.S M3 .. I" oR1Nr I , r I I I I _...�,_ .............. ., ... I I .... _ , I I • NR 6vfN I �..'.. I ' MiRI eDWOY COIeaRO S8AAW/171►TAWl7/I8Wa ISMYF/Z6 Ma Art ayuFraRRRMO. =T. W17, W/+8,3-yw calm 886/201- MN. 1• YIN.. .ANCHORS (SEE SECTIONS ON SHEETS 17. 10. 10 A 20). OPTION #2 FOR LIFE SAFETY STORM PANEL ELEVATION - SCALE 3/16--1- ,/4^ NAx AAP Ir BAH' ,I,PIaE W.LMUK SAFETY ti�'.�"�_.'7-'-� T....w,�:.",.+{.�..,,w.\af. ..i.'...".,, ...i SECTION A -A SCAR 3/10--,- MAXIMUM A.S.D. DESIGN PRESSURE Max. PANEL LENGTH L (ft.) MINIMUM SEPARATION PANEL RATING (p.s.f.) (SEE SECTIONS) TO GLASS CONDITION +55.0. -72.0 D'-B" 2 3/4- UN80LrED MAX - PANEL LENGTH (SEE SCHEDULE) INSTALLATION DETAILS FOR OPTIONJ2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STiUCTURES WOOD HEADER �•� ft-cum I1 "rNEOUPS1RA0fR II 'REONIiD 11� ' ' � .. - T aY TAPGON • r 0.C. ,' -� � �:^ ~, )' ,• 1/4Y iMCON • 6' O.C. � � V [/ 1Y 4TAPCON e' B O.C. `, I' ,'•• _._..�//11 1 • YM. NRfAOED I �."J .. 1/ I 1J2' YM. 11,RFAOFD '. ., I I' IR 1 1J2• Y01 11sCADW 1 r ,✓' t �t�I J�2'INR[ACCD 1 p(NRRAiON AT W(100 j PTON 17 Wa00 ", 1 PnON AT MOOD nor. MOW wwot HEADER !I ItUW[n I NEAD¢R i iry•11/4• 111 y N r I PI . ,' 9 .I. Ca+r - 6 .._,. i CENT ,! • L_. �Mr. EAISFING M"',IyRVOTANFMom I I EYMING p„rog•WdpT 1 1' Ela. GYA65 i- dEE SOR o - i• YmH. CLASS jY-•'. (Sa' tlbNmR! PANEL IANGIH INN sw to •L• V. PANEL L2.QM j a ,PIT 10) i• Yw. f ' I BLLOrHI PAWL tENOM (SCE FKLn 1 BELOW) PANEL 1£NCIN FxlSIM10. YN, to w1A1�P,IMr1 i tIk%F NOR , f1. -. .." (SET: MOYC I BROW) WAci A 4 1 - '.. ',�-- .. (SEC NOR[ i 9ELON) . -:. r--"/ Lars YMWM CUSS I OT�Ar'A"9170WIN .._ r 1/A'r-XOPi' I ex PQr tq _.- t/4•h2a I I SA M.S. WJ -. _.. , ., 1 SS. M.S. W) k : 7 n. , a/Sr� N16Y . 3/32 i wrHD Nul NaNUT ,r ON iNMAOF� E MOWIOIN OF PLATE G W 1 � EO __. 4Y-]W.1 4 .S. Y& / Y W/ / 1 IY-20J 15.5. MS W CENT. CONi, / I Ea b l r Y W I! !7/6Y • 3/32• WINO RANT r,/eY . 3/32' WING ' � M 9LRA J� 2 1°�'' 0.[. t ' NUtt /2 wARA1fR (eEwND) WA6NER ! 12 Y/2' O.0 I r .. ._NUR WAS0 T (6EYON/D1 `. I' 14Y TAPCON ! 8' aC. l ifg 1 • S. OC. i �1J4"4 1AFCON e• O.0 TWWAM (srAa>eww/ alive) - jSTAOO[ IO WJ snNo) P , 1/3* TDNM"eT HfiH !Y %Alf OF PUTT OF PLATE._._.., .. Nroon PURE' w000 PULE 21HIXP 1PU . ... __.. _ I lA'._W00D „Ott A' jj 1klEE tt .11M WALL k_MLMNS ION EOWNO AEBtn SCALE 3X.t" + SCALE 3/0--1- WAS 3/8•.1" SCALE 3/r.t" Ti L P• �[IT kN$TALLATNON6 ARC ONLY VALSI FOR WLOWM WYH A'S0. OCWN LOWS •''•• FLORIDA BUILDING CODE HI h VNeo Hurricane UP TO .53.S. -721 PSF AM PANEL'S LENGTH UP 10 V-r 4 1 Mato IYIOa, 4C. F 2. FOR Ni wabD FRAME (ON3IRUCIId: WaIK) MEMBERS To 8E 30NMRN N0, : # 20 GAGE GALVANIZED STEEL STORM PANEL Pod NI. 2. W/' SPECnC news" Of 0.95 OR COUAL. z � " _�E``��'=.•TTw w � GLOBAL PROTECTION PRODUCTS. L11C. a POURED COMIN"i, 0=4 REOufto !. INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES T/i" TAPCON ANCHORS O _. (4' IAPCON ANCHORS ,A"i TAPCOIY ANCHORS 1 �4" TAPCON AKICH $ • 9^ Q.C. e' O.C. -.- • IP O'C, `-..j r cc S, POURED COMCIIEIE OGA ATE. POCATURED CFUICRCIE, I L OLD" ! 3 > BLOCK INGUIRIM {3 ^ BLOC, KOLWU ...E 1..': • E � .. YaP, 1 E O/S5 -As, G� r I CIA I X#L �j N31 + �L' wW YPAR aw+q DvpIM I I 1 I 3/32' WINO NUT m1- WASHER ! T2 I/Y O.C. if4• IAPW4 ANCHORS 0 4 1/2 aC. (SMtlOAED W/ SHAD) _OR CWIUHEtE BLOCK REMMM WALLN SCALE 3/6'-1" ( EDA �) C\-. 3I3( 7PoY (BEYOND) � UT WA3NE1 (BEYOND) J4• IAPLON MOO ...._ 1 N6 4 fIr D.0 tSTAGM" W/ STUD) PDUREO CONCRETE ..'OR CONCRETE BLOCK REWIRED 1YA j 1 OMMING INSTALL IMM K)N 3B 4 LIFESECTACETY PA_NEt SCALE - SEE TYPE a 19 ! 7a FORn% AAWe NOIO! TM ' 'ep, W SPAlND FdA wBTAUMNS PI0 I/U100 f +A•' MIwaR iAaw (M-1 , MIEL W1w ANCNSg9 11i Mlo "N"U t ® INSTANCE ARE $&CA= oN n95 •MWSPsrNu N.r.. scilat" FM EA uss THAN weettrO ON aAMal OPrNAr e.w 0n1 , "" SLTtOkAE FMWM ANOOI S00 6r WATIPLYMG SPACMO S7"W ION SLTWDNf IaRF► V PFBIaR m THE 1otwoo FAC,ONR no IIIA OPERATION To et HpjglLC novix. ' 'ry. ...... A - VACM OOMWO LOMO FACTM SHALL MIT 7 K LABS TAW 000AM SPACWG 04011 FOR LACK ANCHOR rM ON TO SOCDULK ._-.- -_- T_ .... _.-..- too I r 1 AA> 1eNrklb A r nw- THAT ,l0W1 � r � s I _ I 1 WASH I I GIA8S0-1 ^ ^�.., 1 1 t4s rIP'4M \ I tt � � i ani'WNN NM• .i. --. { t E ._ 4 2A3/ "MG M.S. .. 7%eY•3/32' WING NUT W/ WASHER t E .` °UWASHER f _.Y§0. ! ,2 1/2' tic , J/32l XO out (BEYOND) ._ .. 1 4' TAPCON ANCHORS I 4 1/2. O.0 • 4 1/2. OC POLM CONCRETE OR CONCRETE BLOCK.. PLUMED CONCRETE .-OR CONCRETWi OLD" WA! _ MALL Yo MIEL� SCALE: 3/e•.1• Ei[ }�tPANELLAiIGM SCALE 3/8'.1' INSTALLATION - rr. ii DETAILS EQR OUION INTO EXISTING #2 FOR WOOD LIFE SAMY STORM PANEL SYSTEM STRUCTURES i II .r k ,- " _ 1/IY TAPCON O r O.C. ' 1/4•0 TAPCON • 5' D.G. ," '_ -'w ,_ 1 ,/2' YIN. TNAEADED.• P TON AT WOOD I 1 ,/2• MN. THRCADCD 'r TON AT wow NFADER fi HEADER T ( }/2• '1/4. 1 N, 1/2' 1 1/1• t .' WDDO HEADER r 141 ' + 2•' wa30 MERGERKth il" REARED I _ - REWIRED , I Nf W , 1 AAIH. SFum i I w! sKe 1 _ COSTING ON SNOT ID) IMn 11EOL M 10 1M/eM V Abr. QLASS "- i � � "I.,QA ' M . PANEL IfNCT1N -:: `, - ,ti.. PANEL LENGTH I EXNSt 04 Sxw lets) I (SCE NOTE I BELOW) 114`P.�20a I• ` ('SEE NOTE I BELOW) G1A85 ... ... SS' NV3/32 W/..... , . ., , r 1 -..E 1 y t. - t I �._..J .-S 21i' WOOD J'(.AIE, •� i; - ; 3/3Y wM Nut 2"xa' WOOD PyA1E �� 7/SY x 3/32- WINO NUT REQUIRED i TASTIER ! 6 1/a' O.C. REOWNEO t 1 WASNCR ! (BEYOND) /14-10 PAIIELMATE PLUS. ,. /14-10 PANEI,WTE '. a 6 1/4. O.C. W/, 7/e TIMEAOCO pEH[iRA1DH1 • 6 1/4, O.C. WN. TMWAOEO MN. J{ AT MIAWDIM OF PRATE .k _ PDEFMTNpN i AT AIfOMDTN OF PULE .1 INSWABON SAW MMNMIIMNNMI 1`�P.A: T klq WALL 10UHM"o ON NEW SCALE 3/6''1' scuF 3J8'.l" 3a�: \GENSF'� FLORIDA BURAING CODE(Nigh Velocity Hurricane Zone). tltms No 44167 20 GAGE GALVANIZED STEEL STORY PANEL � DMN e I. N6TM1d1N5 ARE ONLY YAUO MR BUILDINGS W1M A.S.D DESIGN LOADS * : TIE �' • * _ �" .;k. ---- UP M .55-5. -72.0 PSP AND PANEL'S LENGTH UP 10 W-6•. 'y�-EL SATE l RRHH''��{{�,__ ��r� -•� ,._ t OLOBIM. PROTECTIONnSI6 PRODUCTS. LLC. NN/,P/Pwa aA1C 2_ FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO 8E SOUTHERN PALL ND. P. W/ SPEGF7C 4ik15ttY O 0.66 OR fp,AAt yf)' OR10 , ENc. +em sw. sI sW[Xr tiS�'TTWI --I- wrhPw r' IM PNarc (tw.)FW°iTfa II�w't9x)rIM•mr 20-176 HFFNA CA-00067/9 w r r ORMNFO NA, IM/I FK" W4V./7HWMTM[/M,C 1RI1r k. Milt POURED CONCRfTC OR CONCRETE IMMOCK REOWREO ;R f14" TAPCON ANCHORS 114' TAPRS CON ANCHO '1T''B. O.C. i e• O.C. POURED CONCRETE ." ER oCON aLtl2k! 3 '� .I VIA EA 3 14-10*0 PANELMATE PLUS W/ '_._�nY WINO NUT WASHER • e 1/1" Q.C. CaURfD CaNCRM OR CONCRETE BLOCK REQUIRED WALLL40UIM I �iALL,ATION IIGLE 3/e•-.ri'�EL SEL SHEET to a 20 FUR ANCNDRY TIME W A AMMM TOM 1/. I yomy . /V / 1X I-ADM FOR OMAWTIOM INTO wood rH. Anow Bricks 0A) , N FAME BUILDING. MIAOW MINOR SPACIISS AND MAINUM EDGE ommum An ,N6KAtO ON TWI •.Pr rwAMD aKN.AM 0,1-"" �7._.._ .- 3 3 ./1 _. WaMU FOR ED. TOR TWA NDAMO OM SCHM" REDUCE ANCHOR 9P'ACOO BY MULTWEMA SPACINS SHOWN ON SCHOOL PN AIPV y,M�wr Ml� py Ion v on WNW IeDNa BY THE EO,OWIIO FACTORS. OPDpnw 10 eL P03S" RIOIKtD '.. , VACHIG owumw UK" FACTOR Do" "M KtONW S TMDINRIM SPACMG 09X AnD FOR FAN ANCHOR TYPF DN THAI SCNOtkE , 1/J' .. _ 3 00 ILO ... . al 1 ,h W ,Fl I T� 7� I Y 1/•'I-7O1 ASr • • 1,., ... MS V/ T/11 r e• r iw DS 1 :I. 1 1 , , ice"' I '• /ta-l0Y _ An PUNS SH u• Wa,G MIT e'ASHAR D/32* (BEYOND) ' � oNTattTeC°"�elodc No. 44167 #i r� P.F RXK/eCrN11A1[/Wn SCALE FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zen Rip +Nftaa INC. L2OLE GALVANIZED STEEL STORM PANEL yA,`" e1.., c PROTECTION PRODUCTS, LLC. Wa6 314`T.r A- aMtl m-.!PHONE: (Ea)ANA, mul F1wWr"T jen-va, 20-176 r aRATew NA OdF]ML NOTES WLaN E-2 NIANG STORY PANEL SYSTM I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.11i HAS BEEN ARim FOR COMTNWICE IN 8.t5 MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PM/ELMATE FEMALE 0 a PµELMATL PLUS IN70 CONCRETE ACCORDANCE WITH THE 2020 (7RR EDITION) OF THE rwit A BUR.DING CODE. BLOCK SHALL BE 1 1/4` DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MEN1/ONFA COOL, 8.2) MINIMUM EMBEDMENT OF 1/4-6 K 7/0' CALX-N ANCHORS SMALL ■ IS 7/8- INTO CONCRETE. FOR A WIND SPEED AS RfOUMED B'( THE AURISOIGtON WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO ANY TMH MATERIAL SHALL BE PERMITTED, FOR A DItEMIONAL"Y FACTOR K/-0.85. USING ASCE 7-16 AND SHALL NOT EXCEED THE WJNMUM LS.D.) 1/4• 6-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOOLD ANY FINISH MATERIAL EXIST) TO DESIGN PRESSURE RATINGS INDICATED ON SHEETS 28 At 26. ENGAGE 3/4' INTO ANCHOR'S, IN ORDER TO VERIFY THE ABOVE COND[IVN, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-15 SHALL KFIRST REDUCED TO AS.O, DESIGN WIND LOADS BY MUL71PLYM THEM BY 0.8 IN ORDER TO 83) IN CASE tKa PRECAST STONE, OR PRECAST CONCRETE PANELS NE FOUND ON THE EXISTING WALL, TO COMPARE THESE W/MAX. (A.SO) DESIGN PRESSURE RATINGS WDICATED ON SHEETS 25 a 29. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAW STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL N AS MENTIONED N 0.0 AND IN 9.2), IN ORDER TO VERIFY THAT COMPONENTS AMP ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED, A 337E INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS SM USED IN THEM ANALYSTS FASTENERS SPACING 10 WOOD HAS BEEN DETERMINED N ACCORDANCE WITH N.O-S. 2015. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECQAMENOATICM AND SPECIFICATIONS OF THE ANCHOR'S MANUFAL'TLMCR. STORM PANEL'S ADEQUACY FOR IMPACT µ0 FATIGUE RESISTANCE HAS BEEN VERKED IN ACCORDANCE WRIT SECTION 1628 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LASIDWOM, INC REPORT If 2032, AS PROTOCOLS TAS-201. 11 It SHALL Of THE RESPONSIBILITY OF THE CO PAC10R TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TAS-20? AND 7AS-203IS TO BE ATTACHED 10 INSURE PROPER ANCNORNCE THIS SHUMR SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME BUILDINGS, 2, THISEE SYSTEM HAS DUN DESIGNED f0 BE INSTALLED ON THE OU1510[ OF THE OPENINGACCESSING YMIE OPENING FROM THE INSIDE W/O THE USE OF A LAW" OR UFT THIS APPLICAT04 15 VN O WHEN 01STA107ION IS INTENOED TO Or PERFORMED 12. THE INS ALLATK)N CONTRACTOR IS TD SEA/CAULK ALL SHUTTER COMPONENT EDCES WHICH REMAIN N CONTINUOUS iROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDNO M PREVENT WNp/Ati INTRUSION cAUI.X AND SEAL SHUTTER TRACKS ALI AROUND FULL LENGTH. IE IWO INSTALLATION T N 1 7. SER S NSIA IS APPLICABLE tl SINGLE AND fXXlelE HUNG STYLE WINDOWS WHEN 'NSTAILATON ^S RLOUNkD O 9E PERFORMED FROM THE INSIDE Or STRUCTURE.. 13. STORM PANEL INSTALLATION SHALT. COMPLY WITH SPECS INDICATED N THIS DRAWING rLUS ANY StRDNG AND ZONING REGULATIONS PROVIDED BY INC AIRISOICTION WHERE PERMIT IS APPLIED TO. 4, SERIES 2000 INSTALLATION IS APPLICABLE 10 SINGLE AND DOUBLE HUNG AND H(WZONTAt SLIDERS STYLE WINDOWS WHEN INSTALLATION IS REOUMED TO W PERFORMED FROM THE INSIDE OF STRUCTURE. it ATRIM WINDOWS AND DOORS, INC. E - 2 HANG STORM PANEL SYSTEM' 18 POW PNW (P. 5. ALL ALUMINUM EKTRUSONS TO BE 6063-+6 ALLOY AND TEMPER, (UNLESS OTHERWISE NOTED) 15. (0) THIS PRODUCT EVALUATION DOCUMENT E D) PREPARED BY THIS ENGINEER IS GEMETRAND D DOES NOT PROVIDE NFON/AtON FOR A SRE SPrcffx PR CT; N e WHERE, THE. ". CONDITIONS DEVATE FROM THE P.E.O S. AL ALUMINUM SHEET METAL USED M CLOSURES SHALL HAVE 3705-HI4 ALLOY. P k CONTRACTOR TO NE RESPONSIBLE OR 2 () THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY Of 7. ALL STEEL. SHEET METAL PANELS $HALL HAVE SIRUMPAL DUALITY STEEL ASTM A-653 GRADE 50 A... GAVAWIED STEEL THIS PRODUCT BASSO ON THIS PE.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON ne NGNM.TION W/ry. 58.5 Hsi (AFTER ROLLED)_ THIS DOCUMENT CONSTRUCTION SAFETY At 511E 15 THE CONTRACTOR'S RESPONSIBILITY. 8. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANSI SERIES ON CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (C) TINS PRODUCT EVALUATION DOCUMENT WILL Be CONSIDERED ONAUD 1F MODIFIED WO18 W/ 50 Wi YIELD STWK14 AND 90 kit, TENSILE STRENGTH a SHML. COMPLY W/ FLORIDA WILDING CODE SECTION 247 t.S3-a (e) SITE SPECIFIC PROJECTS SHALL BE PREPARED B1' A FI.t7RIpA HTEG157EAED ENGINEER OR ARCNt7ECt' WHICH WILL 9. L f - 7ECOME TIRE ENGINEER F WITS 0 !>E ASTM A 3O GAWAHIZED V.M.STEEL, OR ANSI 304 SERIES STAINLESS STEEL, WITH ]6 kit MINIMUM YIELD STRENGTH IN RECORD (E.O.R.) FOR ?HE PROTECT µp WHO WELL BE RESPONSIBLE OR i1NE PROPER USE OF THE P.E.D, ENGINEER O RE ACTING AS A DELEGATED [NEARER TO THE P.E.D. ENGINEER, S1W1 10. ANCHORS 10 WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATtCR THE SITE SPECIFIC DRAWINGS FOR RLYRW (A) j(LTYNr ieA: ppLRFD CUwHrpE7E (a) THIS PE.D. SHALL BEAR THE DATE µ0 ORDINAL SEAL AND SIGNATURE OF THE PROFESSIONAL CNOINEEA Or - 1/4"9 TAPCON ANCHORS AS IWANUFACTVPW BY ITW. SUILDEX, INC, (MIN. 1'c-3192 P.M.I) RECORD THAT PREPARED R - 1/4' 7 ' X 8 CALK -IN ANCHORS. AS MµUFAC1URE0 BY DfWAT INC.. MIN. 1"c-3 / ( OQO .P,i / a ) IS STORY PANEL MANIIF IYB ACt1NRE UlCL SHALL 8E LOCATED ON A RfAOIT VISIBLE. LOCATION Al STORM PANEL !N - 114^10 ►ANIMATE FEMALE D A PANELtAAtt PLUS ANCHORS. AS MANUFACTURED 'BY ELCO CONSiRUCt1GN PRODUCT: A SECTION .] FLORIDA CODE t7NF LABEL SHALL BE PLACED FOR EVERY OPENING. (rC-S.S50 P.M.I.) MIEUNG O OM SECTION 70 HE FLORIDAO UBELINO TO COUNTY WITH SEC'tON 1709 9.2 OF THE iLBUILQINLi CODE. 961) MINIMUM EMBEDMENT OF TAPCON µCNORS INTO POURED CONCRETE SMALL BE 1 3/4' AND 2" FOR PANELMATE FEMALE D A PAWLMATE PLUS. A2) MINIMUM EMBEDMENT OF 1/N't X 7/8• CAUL -IN ANCHORS SMALL BE IS I/$- INTO CONCRETE. NO EMBEDMENT INIO ANY FINISH EMTERK SMALL OF PERMITTED 1/4- 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOWN(SHOULD ANY FINISH MATERIAL EAST) TO ENGAGE 3/4- xnD ANCHORS. „INN A3) IN CASE TINT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON Trif EXISTING WALL OR � •"""••. FLOOR. ANCHORS SHAui) AND�A2NO" TO REACH THE MAIN STRUCTURE 811 SUCH PANELS. ANCHORAGE SHALL FL MfNt1NFD R. 3A;''yCENSF••,'� • NO. 44167 = - 1/4' 9 TAPOON ANCHORS A$ MANUFACTURED BY HTW BUILDER. INC FLORIDA BUILDING CODE HI h V01"Ity Hurricane Zen. ANCHORS, AS - 1 A' Y RGGea 1Llim MG. / r x 7/M B DA.I.) �0 •, p r.P. l DP;..��LG1 20 GAGE GALVAN12E0 STEEL STORY PANEL MA FACILI50D - �74-t0 PANELMA7E Ft3NAUC ID µD MNEIAATE PLUS ANCMOfFS. AS MµUFACTLIRED BY CLCO CONSIRUCTON I ,� .<` E 11OWA MATE PLUS A ANCHORS. I,ROWCTS (I'm-2071 p...i) / NAL GLOBAL PROTECTION PRODUCTS. LLC. P'70°0 L NCO ONt ir-y ENc N9PD iX 61 S1KE1 % OAK, R OAK' A W aw ak- ANWMe n NN• FIw/E (161MeM-aN ntll' Naa)MN-1/97 20-176 K AW ti.• , IPwD 11N-.MF Ni ,LAID Fh.,el ITR1WFi Its •" tAIPMIeA r r P.L. EE4/3KAWWRIL UTE CH40aO1He wATOH A A•., I.[ �r Ut MEET it OF al N N N U N 2 0 .� 0 N Q CU r0 U CO . C c = O Ca O (Pd. a Cn c W O tD U_ p > Cn a) CU 2 i CU -0 0 . C C ran / 1 COMPONENTS FOR ,SE IES 20Q0 a 1000 E-Z HANG STORM PANELS 3H/24 1 IOW r we" INSTALLATION DEINI.SJOR SERIES 2QQQ AND 1000 E-Z HANG STORM (SCALE 1/2-1') .IwtN tO 1•/24 4'/ a (SEE NUIE t R4a0 3• Ma, 2'/'j4 1'/24 4 "i �QT �(StE NOtt N tlD.OWY PA ELO)INTO POURED CONCRETE OR CONCREJE BLOCK ,_..... ._.2.Sg1•- .. - 3 _ ._.__ 4 wN EWMOK',E,M sww TO _-..._ HM" ON ^� 'aPF2M•L '.. _._..__ _ w wIWut w aNQ1 m) -''•• '•� t• IW«LI•SAS. A. PpyAO ,u 4 � ... 1 --_ __ �� J of 1,wW 4' M,Im' , S G ED aP� mNGRe7c AWak� �` "[0UMf0'aoNtlKIF t• - rwutlWF. 6 ttw.. (iDrA WIpiH) _.. - .__ --t 0.• � (wt ERwA oP .._ HwolPw r._.. _. _.. .. 12400' (EFFECTIVE WON).._ ..... _._ _. .... _ I r 2.250 E S �_ .. ...T ..._" _• \ �"'11 * �+.I•MrxJ 0AMAto M) �1--+.o. '} WeKAclansl I"_'1;4�d" •i`_p!A(!,'u. Cn .��i 2.250 �2.501"-^-•-_-+ __ -' 6 W wiii i vF - , )' Try'- T. AAa J etn w _......a , 4•... .... __,.._i 'f0^. _ -.1. - SOD' _.._..1 I I , . .. I i . /- 4 T_ I ..t 1«pPMa VH i Moral >;', PpRIm COae+E-\ 11«H'sWtJ \A� �; 1 I' F I I I' I IP 1 iA aa0 O AOAa, _.,� .•6,'IY,'-"-1'i".: krEIrKO EA Do o - � '.•',_ t^ '��; *» zsuD- a73- ! : 14 ( I i I I I I { I j + � , � , { � I � j ,j � I : j J . i it I .. TYa i.._.._ ... �.. .. !� I_f I r (.,. H A r r lw1•,MS nrMA r 9 .l_l LI. _it , �. I ��i (�_,_ L�.l) f 1 1l r .'!-i1: w - % d. I �.._ _ .... EF 4 asar D.o3e' MiM, RADAR NcuuEp.°• 3.500' z.2u• ! a sar ..-1 ! _ _ _ I _r I r. 1. L _....d_ 60 z •L• -• igA`E °`"1`III. _. w.... ... _ , .-a.v.• _ E. Bi MH n 1 I Z,637' aMYAMSO mn rr- • T 'tit Y 1 , k , t t 6a ii •L , , , , o .,. ,. .. ,. .. r-r a_: . - --T- T ,RANEE FRM Na 1 1.000' • . • • R. (E1O INWFL) I IrRTNOR PAIL) (MnrxOR PwNeu( T(MEIRDR PAKu (LID PIIA6) (PM' PAi1FLJ ,-1NifkOR PRIRU. RaflnOr+.•... ,- + - - (NfcNDn 9ArTEl) { (EHD ►NNW T . 9AA rW • J 1 w n•- I Y/b.eQ ( .7 / / F EDGE TYP ,1N0E ap MMMIM O[TAk + 1 21., ,ZC Mat[ a A 4 BROW i I ! Sa Pan 2, O, a eSWN 4i NO'IC 2. ,S. a 01ILa1H 4 sm NOTE i f a BFIDR , ®O7P) I I .I _BETML A E .`, faS o-50 MY. . A? ' ! f ! ( f r 1 4 I. LJ 1 onA,a N A 1 l, O q . I I t I I I {{« I I 1 ,� I I )_ { nW.t !_._. .....I. _.. .._-...... _ I.._.1 I I ,.1 I �1� 1(M I 9�1 eI it I I I �• t •I� I - I ; I ' `I T,/M'oA•�a. --T. 37Q'-•- ,.360' L__I _\ y'y. R. • I ' !. I I i + I .MATHS, y,J... I 1 { opaAr I L �. / 5 __...___.-6.z80'... 250• .. « -247D" 'r ! ! I • I I y e0.itp R/ 1 i li' 1 }} 1 I. .. _ _� 1 I�� I I I 1 I I ! ,. s w 1 i•4- 0. Ms wJ I / IIFp jII Ir I` ! N ) �w I 1 1 E , Y • , _ IJ I .1. 4 I , '1. ) I I 1 .I �.. - (, A -' �,L 3.. _ W'R�HIN,S j ' �°' PaF• ' , pp I J cis (� PANEL -zaQ• a' I � l I j 1 .L. t iL L N � I Y � I } """G"vrs 1 . ql t . , .D x "L• s_ I � •'�--R-- _ 1 17 i � I I I TEA u +rt w 1 L. STORM P r 1 ... _ jr I F4] faIOAA.f a I ML settat,u j A i 1 .i 2 REVERSED hw TRACK 3 �jL L ACK (I.' I I j} 1 1 ' w M w �-1..11_~�d.�.L.C11�III _ A I I I _ 1 I 1 I d�.! I �o0 War a I 1 oM MaT r5 i a _ PANE, S END UP' NOR Cgkc" ANCHORS: SE[ ,OW 1•.. 1 r -�•- '-- - A OM � 10 OIASS T,p' .0, OR 0*1 2A HM P AA i..i • 9!T MafE a Rp.DR' NOTE 3 AM1MroN MAW SEL SO[IKAf EI /a L i i .L f' E _ • . _ _ Pµ LMATE (TrP MI I%. dT l - •--�-^-y _ 4 1 ,NO. ,1• Fd1I/A'r.r0`A/ I L G�II Wcn AA j .• +-3'-t . - r Y -. :__ _1..__ ___f.7+. tjtbM I M N •• ,�J�SprKr�6w��N•tom. ROrF ( WW 1• Ms /' Art �W /S• -'E•'+ Dy, 1 TP��MI/31' 1 1 .."�' - ._-90NMDAC ON MrR2T 75; FOe WOW M:I•s° T 1 1 1n• Ai nO1J✓PNAST 1 PUf O50• ws.. Mst r LEGATO 1 I rTM To CLAM M•lN ,AtDMAP _... at,.r^ H 7 . '•. 50' sit : STD' SDMVrL DM SNOT iM MBE RASTALIED AT f/CN I 1 7 1 I 0~ ID CAST. �' •- � r r �.oe � I t Nort a pt w/ a W/ P r II � N / I N naNr DnIKr , , W/ AtEAWFD CbOi. R.ppy eIJ•1 . i I N ! , _�._ _ • a - Mu' . „•a usr Pµf1 � TO et eASTAUEv At tACP DN+tNINa slw ALwArs 8E PRDMptb TYPICAL ELEVATION FOR Ili OPfNININ1tV�SgaILFMi uI1MY9 eE MIbNwED W/ RIAR ,ANGLE m FAWUTArE WSINUTOK / \� ---'•� 25• . jj , I 125• E-2 HANG 3T0p�LLAA �61rr �y�T�tA 1 MR"oF SE>MMKOK � /'RAM T M11PICAL ELEVATION FOR KLWoi "O°m5r u MsrAUEn nDM 1 ggR }+ 0.250 "��= =-' 1 1'. ". hh ISd FVSf- •i.AAe.LR.NI '-f1'' _ R 11l r NE. II0" +/ /�I •.. Mir. Q` 3.750` i i •p�B� �� 'e �, !/ , rle.' Ab•. OM ,/4• Wr- GAP t/Y IIr, OrP'now � I i , r 1/4` w. GHw "- 1 � ; p �� R< ; t jNur . j ) ■g 1 ; iq M i CD ISOMETRI DETAIL A 2 X10 3 2.000" C CY 1C it ROUNDED LOANER •ENDS OF PANELS 216111 IM Wn ©, ® L: HITe1NMn +-1ta-- (. • { END UP w HfAWEp EDGE. T5O" I � I ,- SECTION B-'B A EAO PAHKis 6R' / A u I SECTI A A �E%11 'ui �_.... 1` cc / _ i O 2.000^--- � _ _ . - (1) OEFIN(p(w OF SERIES IOW E - Z HANG STORM PANEL SYSTEM CONSISTING Of PANEL « U '' ; 1( ' ." - JAW-so.A/r Ms. ':'I L IJ•'•-M• +• ----S' Mon. - - - NPIFA.,: 1. TRACKS AT TOP A PANELMi PLUS OR IV LONE (TIP,) _ `y (,)- i)EFBim4H_DE.. Htro,t5 _(AT BOTTOM WJ PANEIMATEs.- r wv.ER7yA' NS �,AR�AA ". 1"D-I0••••n+-40-- , WWl rpil"1':�-iok,7°°1PU•' , "N. • M"'-' e°II°IPP M o• D: E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL + n _! qM w a �$) r w (2) ION AMTES OR, If AWE BE CONNECT 4l1 WA3 [ir MEANS OF T tww /'W�'I''WiS ....� 'f Yl .._ .... _. _ %' Matr , Ne14w y /. t/A �' N•# .AY IID p¢ TRACK � Nrn EC;,, TRACKS TOP A BOTTOM. N 1 /Y ED O I �� ._..i// ME O � O V r xS LMi ALUM. ANGER PANELAM7CS OR, IF USED Y W 15 LTO TRACK AT aonolA CND PANELS (2) O PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAN JpIKR � � CENT k' -[DE[ OF EOM. � �# PAJE1 4 WIDE SMALL C PROVIDED AT TOP OF SUCH PANELS. Vi BE CONNECTED 1/4'r-20P3/4 S. WJ' 7/ • 3/SL/' V MHOPOIM WkL aP YM REAM. g R ,r• ac _ 6061-TB Alum. ALLOY / D/ENrIDWFI)R REW IWO TAPPED �(EX. AS � (�} � WALL AM DIRECT ifflmmg 114ST, � �waMMl[ `---t.R aI c'6MMMONO � ■ B� V! 125• (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK. CONNfC10N SHALL CONSIST OF DESCRIBED ON ROTE (3 •'✓ M.S. W/ 7/B PAD 32• MIND NUT OR 1/4•OW4" Min, THUMBSCREW 1k MOUNTING INST. INTO TAPP[p BOTTOM TkAtk. LOC�TON OF FASTENERS MAY BE Al EITHER OF TWO (3>. FOR GSCS WHEN END PANELS µE USE JONfIv w/ is" LONG .� AT III mot` „-Z--- A' -4�•• FLOOR TO CE11lLI�O� NTii INSL. BUILD -OUT YOUNTWG INS7, L EXTERIOR FLAT RANGCS OF ENO PANEL fA�1pTTDM BUT END PANELS ARE NOT CONVECTED TO BO1T'OA TRWN STOP BAR �y+p - L - Q aCME Sn-, ICU a IN SASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP SMt sNN1 8E PROVIDED AT TOP OF SUCH PANELS. SCALE ] V g SECTION 3 fFCTTON +1 /�V'1 (} (4). Fell INSNALLAIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE OREC4T.Y (R111as/a' U SEAL' 3n-1• VALE 318.1- `L.� ( MA ONLY USED AT TOP AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK MOLN1Eb 10 fUOSTING SIU WALL BY /AEONS tX PµEI.MAfES, DALE INiDTADR PANEL s ro o DQ fPlor7agtW MAMNNWpPE PDM fNH USING SPECS RGICA ON NOTE (3) Allow IN INCH CASE, CONNECION OF PANELS ANY Bf USED JDNRY W/ TRACK ��}} AT IMALTTOM ATTACwNG BOTTOM TRACK TO WALL N M sr ,�tqP ew M LOP to qa M sNWIHNHNIAN, A T TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. w// Two PMNEUMTEs FaiLowlNo sP71CINO SbKR9N ON CLEVATION AND W ! 1/2" Y E V AMID . E OF ® (U RaPA1tt TO TRN;PF E9 tXN E� A:.A . (6) SEE SECTION 1'. S a 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. Yn. EDGE DISTANCE. FOR MIS INIERNOR PANEL USED Ji) Y�,W,y! i D6E5 4 (', ! M FDhaIA w#D M 11m m i5ro '"t n 750• - .035• Ira) •TA''•\CEO a �MIIIIINHIFOPyT NMUCH nATPADACENT PNDNEL�$ TBE7µe RDFITMEANSstoEDa ca`an P;NEi1uv ( Q7 ''SA[6°iMl ICEN "'i� 4 IV E1r �J wewuroM ,Ws a Eal 23 y1 1 S� rRp W NO. 44167Na.�' mRINFea°6 �'a""�' ND. 44167 z; L-'• ._ -'- 7Y t _ FLORIDA BUILDING CODE (High Velocity Hurricane Zone 3P' �\ FLORIDA BUILDING CODE (NiNI h Velocity i cane lane �,•_ Q TOP A eoTDM NO4RMe5 MH a FLORIDA BUILDING CODE h Veloei HurriGore Zone _._...._._.._.-.__ /1 FLORIDA tM AM• NW TD fCa AIA N m NJMJnNa' =* STA7 OF N PROTECTION PRODUCTS. LLC. ®M t. - Oq'- wawa Wt[ca PF. rP. a� AiA__- STOP BAR ES J NAl Q IL E C O INe GLOBAL PROTECTIONI PwRGDLICT4. LLC RAMP W. MAN#i F } IL �' C O ENc. L aem IO M PRO / ,cr wok"N cr . �. STATE OF 24 6ACE GALVANIZED STEEL STORM . Ii Z ATE OF 20 CAC[ GALVANIZED STEEL Sid(Y PANEL a No. 4 167 t0 GAGE GALVANIZED STEEL STORM PANEL �''• DRI �-.'_ m/r/sm =�L-1 ` �' �M/8 GLOBAL PROTECTION PRODUCTS, TLC. O13 YE LMeac U ANGLE ysS. !t�� ,' IL E C O ENc 51 nMTT tt" LONG t NNIN.AA A,Y OAWL n. seal• O( .HOED Ili oAWI, O, »,I. F IAA r DN 11 D3t. / J •. Y 71A arksA n Hw 1•HgE� (WA119-7aw.L rA , (w)PP-M , 20-1 76 �,-y (L' (S aN. <> sM .rrr Aww N Nk AMOM::. (O6.IpeP-raNO. nw Oq.)9eE-ErFT 2G-176 / M r rolA awr, IA 3nr H,aL� (M)on-"C% mit (wws_FIN) 20-176 Q 8063-TS Num. ALLOY N w:.'r{"wN rt.,u n�. INe m- uH •rH ✓L. wa/ecMMUK/1Mre a-a9Mrta An« rM. wr IMMwM Aa dw1W Ms rA NA MM7 LKw./ldA7MAE/b1w +w aM�Ar ...INn w.MOr r-. r.E L WAITER AMr. r«A, PPa rH-nH MA ,..w /0N L , u-Wa7rM N.NW.M aAaIMNa Nr xM,JsgWnwulATc a-aa5M7i. �.M. r r PIwYq N'J *LIEU ATILT Ar, P [. 1M•'•H ,nm n. « m NIT/ H1N eHINT O Or a _ MMNt P NM rs A 1 Li SHEET NO. SH 1.21 6 A a, ,A 1. H,:1.1 . a a, rfl. .,I JL ; 2•,: X .I# NH, H.A 1 • {1 1P114 . .4 I 1MaMUY ASD, I YIN. P OE l SEpMMTrolI "pia �_�_ outs UM +IOM310 .66A. -A.! I 70 IXR LESS 2 9/le' ,. BARD r t 2: 7711, - 2\Ir k ]YF _ _ .e6.0. -75.3 N• OR lL� 21.1. 9QT[D • : k .1r MEASURED/r;9 10T104 Oi ... f wINI1AFI Al tNEAM f .MITI at MIEN FANGTH I i. r e, 0.024• MN. iMCk W I IR4ME0 9AL,MAMZfD 7R[f1 EDOE An A/53 GOA 60 IIIeMM G-eo cALV. - - DETAIL A 4s ]So AMNfI x D40 TAT �+ i ' W/ F OAND 1'D9E � Y4r / / ' t `��;!�% 0.250 n %DMA ROUNDED CORNER O ENDS Of PANEL'S 2.376' _ -. END LID W/ HEMMED EDGE. (N,TS) tsw I "_ I .091• _D67-, ".)- 1 11 Y4- -i a,• - .750• - -.. _ 2591. .. - 2.2D0•. - 13.750• II 072' II1.250• 1.23 ._ _.. -i -.,93• I- Ill - --- -- ( REV. WH' HEADER 11 STORY PANEL 1 - H.]So - RaRLi 7naL eE WESWMIto ALWAYS /ROM LEFT N RIIIM Y/ 1/2' LLD AT E11D M 1E71 810E O PANG LQi•. aH: 3 ,;T - LH .. '.,1 • r, ,>tl P:,4# .-A1. T6.:M1 1J. 4 f . ,u•.H 4 =� A MWM 011CSSURE RATMC, •1.KOCK VA MRI ANCHO S IPACM FOR C. 0. . % ,!2' - NWL CALL To ANY COM•1•♦AFT A. or "" MAIM" PANG l[I,cIH It' (k) TMCONB CANK-N PWICLAwrt NEMOU a NWO/MR PUMA TO Cam*" To CONCRETECOMOMIYE To00"0" 1D C014CL1E 12• 1 N/A 12- N/A 12• N/A 12- N/A 1• k 2- (TOP) 11• 3'* TO• 3- S• 4• 5• 4. 1'(BOTTOM) IS 12' 3• 12" It. 1• 1. 61 6" ' o., 1 ++ 65.0, - 75.] N/A N/A N/A N/A --- N/A - - _ _- N/A - --- 12 t/2- • 11 --� -- 2' (BOTTOM) -- 70. OR LESS 7• N/A -N/A 6 1/2' N/A • 1/2, N/A • 1/2' N/A 3' (TOP) _12_ _12, N/A 9 1/2" N/A 9 1/2' N/A 3' (BOTTOM) 12'---� N/A 12' N/A 12' N/A II•I N/A - {' (LOP) I?' I e' I 12• 9 1/2- ,2• IT* I 12' Ii' ,, (YID -- • LAYRED TO 640 pr.F. AS.D. DESIGN PRESSURE RATING 99EE SHUT n FUN ANCHORS TYPE k SPACING FOR 1NVACUNrION9 MOO WOOD FIRM @L%Dm NOOPM ANCHOR VACNM ,WO UNKM EDGE OVANCE MI INCCUID ON MI6 Sow9UE. FOR EO UEIE THAN MUM ON SCEDLAE IEOVCE ANCHOR 9MCNC NY ARAM"& SPAM SHOW ON 904DLAE IY INS FOLLOWING FACTOW FOR INS OPCtOW TO 6E Po69KLL ADDUKD SPACING OBTANDO UNTO FACTOR SHMA N01 MI LESS 1/MN Ye1WM 1iApq XITOXA7EC TOR EACH ANCHOR "AS AT I.MC,ORS 1E16pA. M 1YIB _ _t_ 1/1 _ IllrcoW ,/41 1/41 1/4'. HY4R-N -. OWL ,NaATW Vowel 00 3 A 3 1 ,f7 4.NeerAna. NIIrH4,M Dr.) 3 3,A ! It. -1 DNW4M w aN -) 3 1/2 3 H/2 _ -_ 4 __ IaRll f4 MOM __ ._-____ _ _ _-_. _. _ _... _ --_.- _._ 3 , _ Y Ua - lm _?e E7 ._.3 _ tsD - ila I 4• efoulews Mar ow.Ama KrtaN a0Twit OF PANEL IL 1 NO 0 TO K 1/2' -,lam - +v + IIDOUM M DISTANCE BETWEEN BOTTOM OF PANEL -Am CD to BE- 3110' )3/16. ( M. COMPONENTS FOR REGi�LAR, LIFE SAFETY do E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-17 . .-15.125' (TOTAL WIDTH) . .. __- _. .. .. __ - 2.197-.. -. _.. _. 12.5W (EFFECTIVE WIDM)- _ . _. __ . -- .193' a� 7 - I,'2BOU�' _ .. . - 5 1/4' (T9PJ -- .. .S r .374' - 1.350•.- ,-. 1,350' _. 1L_ 1.2s0' too' -'W _ 1 ,D• T- I_,_I. 1.671• �t �. LOTS• OW - -,Yvv ) I 11. 1 h. I�" TYP I HMMCD 2D0' LOGE .- . - _. _PETAL A-�'__ - .I 0ee- J.378 'M -5. - 2.lis' , 2.ow- I 2.M7• - D___�200. / 1MAT E 100 , I,.I - i5i'A' 4 1 - rw. ,M. S Ka HOLE WASHER 31OS-MI54 ALUM ALLOY 1 O " I. 2.007•_ - - 2.000- I'lle• ' I (ry ), a0o'e L L_ © 'U' HEADER , - _ - ,' YW. N 5• Nor... -.._ - _. _..._ ® SLEEVE I" MAX. 1 ENCTN * Q OLTaIJHba ,77{' ].000'-.�. 1- KLOY .w.uMr.. I - -.I,,,- 1 e"_ ,056• ' .4TO".`979' MN."I"- i 1 1.671• :.COD.1 r P * IJ25• •BBC- 2Si0.... ''� + /73• , t, -MUM 0 (& MIN. 0 0 1 _11 Call v 1- 2.000•_- - I (TIP-) (. _i.. __ Ia, _.. SEE SECTIONS -. .250 %M $ - - SIN 204• 1® R�UUI••L^oy-O•UyT�,Mr" ® BUILD -OUT WFN TRACK 1© t ® W �MEMD WINONUT i�3 ALL" 0 STATE OF PE KAl/vXHAJU[/94R Hurricane 1/4Y-IW . - .750• •- S.S. Sl1Y 125' to ANODE 0 • 1/4• _.• - MM) ZL, It12,9 RlV 1.900�A_I'�'w) 1, I i .F I ( 'H' HEADER (3 WF' TRACK (4 ANGLE WITH STUD i1�PAWL xv m� 0.02.• (4Kn.) I !75' , - I I '.. PANEL OALWWUZED A, /ST/TILLLL JA7r e.e25 f , . I ' N t SOAP 0 3 5 0,2 11 _1 , ,M27MI• � 270'- ►ALAI 1 ... r1� p�y^2O `) I.Zl J I •. Um6 125' 3 �',•11 �. trP BOTTOM Ma OF PAIL D' 1 © KEY HALE AT PANEL - 7bo'- 213• t .SEE SHEET a FOR MOTIONAL - 125• _ Loinsix rs a SLICK LDEn, is , I•, ONLY VALID FOR WSIALIATIONS 000 (IMP.) WOOD STWCIURE7 4 . ,w 3 750• 2.000• A AMA• ' 1 .750' 250' f GYP.) - - 2.00o• - - U..I 11 WJ TRACK 1© PANEL r (u� ONLY FOR E-z HANG STORM PANIC SYSTEM) e013-16 ALUM. ALLOY .I= RR00, eic 24 GAGE GALVANIZED STEEL STORM PANEL DIU1 •IN LIFE C -0,.- . PROTECTION PRODUCTS, LLC. W/VA-n OR: .M LW. 61 SERER 20-175 IIRreRa N- a 1,1W.Y aI�E N a1a qIN-.SIR I., aaH .n-wI �••�!�^ ow. R MIA MOIL (9e,)e•e-T346. ML ob.)M6-m7 Ar - 00 A P- 1. Mlt t M to INSTALLATION DETAILS FOR SERIES 2000 a 1000 E-Z HANG STORM PANEL I INTO EXISTING WOOD STRUCTURES - I/.1 LAG SCAM • e' 0C Y/ i' 1 1/2' 0. tNREADFD P[H•1AAtXW - (T W- 1•..• W000 • _I I/: • W: SCREWS • 6. 6C W/ 9 Ex,STwc w00a IRAXSR •. - PSQUUWD +/•'. I+IC SCrE1Y5 • 6' O.0 W/ 1/2' FF" TIRcwrD P[N,TRATXN _' - TO E,h-M WOW ,TRIER �. TUT oR cH EDGE , I/I• M., THIFAM PENETFATKH - co. _ 14n' s.r . O u1FINc roan HEAGcn / 11/ 4 I ] ) F Ij • G [MC 7Q 11 I 1/:1-�p»3//♦' Y.S. 3M3 6Ctnt W 7/e f ,, /TILT. , 11 J.7?r"INC 4 wA I 9.I 1 4' 1h' a. Y aC. IT / 1 S 5 • TAG 5MT REAL � •-X MUM MA•. RN ! U GO 6 E �, G ITn.A i/7. ` f•' ' --r' t } �Ao l�o'/Rbrti Ant• "-t ro pnsTlNc WOOD»0�°eaER "�1pN " ' Jul e 1Min I.j NOR+A sit"... 1 _.-_.__ , I OF MM (Tp.) ' , • _ {SEC, DETAIL 1/2• A ) 'L� POP 4 c� 91E91r-,. 4i. /III' LYL .+1¢Tt_T4 W41 eRY { S �'Ar6iD. un. 6/ G. [NC a 0 J�I 1'- II?8Be1'i�i°E" ( I }1� fly..) T A ) al 7 tam pE T H 1 I" A ;� (6tE NL /PI ''/ ,/ �L.. 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W%• _WOW 3FI 1 NEBLFAFb I r,p/ A,'!- 3/4' S. yT/ - ,, TIUWKCMW U5EE M IN OF PEKE AI S SS 220w "IF rLA, tl91 I i1y{ ' .NJ ,l. iI NODE 1A 6wIDW) E�'y"- onOF, FllOE „ ((a) 14-Tc rANF1.MT[ PW5 W/ Th�AEW�[ NOW ,A aDCRY) � 6 IA1 �20r3/.• rs. w/ 9/6'Fa3/32• 1 1 ! e' M,In. P[N[7NA710F1 • t2 • CAW, , NUi e 17 O.0 RR S XX .• I'1 1/1Y LIT. SCRIM • 6• cc W'/ t/•'- VAi SCK45 0 /• 0C R1 ,FN (2) 2"N' iLM19CfO t�4AEiiIFr "con PUR REDUW[Ll ALTERNATIVj' 2 W 7• Mn. I 1/:' MI. TTa1tAtlfD rTA[1RAtgH MN, t2) 2.» • 1!P• Inn iNRfAO[O PEN(TIYHDN • YIDWR7fN C P.ATT MT RI ON tw i NDOIi PLaIE g70UNE'O SCALE 1/4 .,• YM. '2'•♦' V000o MT M 7H tD6E "W Putt R€QOMEu rut ALTERNATIVE 1 �'�' UM -' Ii ALTERNATIVE 4'W UP o:eeo.~Tsiku:NYM�b(Du WA wToss osxv tMos 9( 3•W sGu T/A.+ �.LN"aANYI�r"7�LffRHATLYi 2 FOR NEW W000 FRAMF COrIsiRUCTION. WOW MEN RS TO BE SGLIiH,ERN Ell a F- ..'....!/j t �•,.. . PP,E N. 2. W/ SPECF'C DR'NSITY Or 0,55 OR EOU4 ��" '/9 GEN V '1 FLORIDA BUILDING CODE (High VelocityHut cam Zone) �`E _ * i N0. 8H sPEGIrF.L rrAl WEpAIEM[MS FC• L MBAR A7 TOP A9 * € "AOitl x'At� 'K 20 GAGE GALVANIZED STEEL STORM PANEL 11 1Y1101T' I•_ WELL As PAYEE CamaCnON ro TRACKS OR Al RO . BASED ON ROOD ng0[A I __ D t TROD ON 2000 IR N31AL4ATIDN 110E ON 23 A[pI a � ,0' c�..,STA%t.•._ GLOBAL PROTECTION PRODUCTS, LLC.NRIF Fol"C-4, TLTE _ e O 1NE: ,ft S.W, „„ e,R.t rH•.HWYA=. d._".WILL..ALTiERNATTVE TOP N[Al1ER WOnO FRA�""'�F . A'(0 ••• .__N 'rI / .P AMA. W.. Aa+w..trmwn Mw iHFrIL fA.♦� is e. r. (."yN•an, 20-176 'ICP a BOnw.Mxw,Was CAN M_ LOMIlVIED W AHr M/•A, /ON �. P.w ,TALC 4n•IMe M IIIR n...1rt WAT M SLIT AAn WAILIATON. EGAD' 1/4' • 1• NN -' - PE RAL/SKNI.Y M CA-aWe7,9 w M4'AWA N• N,, . EMITTER TRACKS N(R STOMA rM FIAPM UK/ iE PNTTR A TEAT ", P.N. N lAlmT 2. 9F i AT TOP 99 BDTTDM MATH TRACKS d) OR(d) t MAXIMUM PANEL LENGTH %+' OR "L-" (ft.) 0 Mo%" AS.O CoNCam k WOOD P.MW NMIXEG RISTALLATIONS t ..A. C. a- ( ) - L+ Er 240 I2'--0• 17-0- 2a0 12 .-a. II a' 3OB Ir -a•. ,0 9-. ^ JLD AO to' W--0o I00 -_ IO_I'. 9 ._ +30 9 e:_ e 9 S00 .. 9 1' a_ 1 . 610 s r s o wt) • J _ 7 7... OSO a Y . - 7q0 , r • - -.7-0- 734 7 a a t0 a 7 - __ AT,O 7 2 B30 7-p .... Q 5 9D 0 e 6 e Z -, AED B 9• 6 0 __. i000 a S' 6 II,- .-_ .. ros0. f 3' s•9- --SJ-r -_ r10.0 30 ' s'-e' iA9.a _ - - 51-6 �, CONCRETE BLOCK A WOOD (t) 3' MAX awru r r mrL a qv �yZBBAtlip 1T [RCN 1' MAN. 6 LHQ_i1Qt4 TRAM IT). a)•_0 ,&_a OR �p�J A IN ECIt NOUNTE� AT EACH ENO* D•M•, O'0,0• r-.r I ©'®or® M %IRA M PANEL LENGTH A U L+' OR "L-' (it.) 0 MAXIMUM AS.O' DESPRESSURE MATING T. I. - (PA)( )_ CONCRETE 6 WOW AWALLATICNS t l+ L- 240 1.'-.• 13-a• ..-25.0 .. Jao ____ .12'-10• _It 4 10 10 If'-T- ro _y I. -It. -11 350 40.0 9 -6. __;7_,._ -2' 300 3eo _ ,.-I. 6 s Bo I -7:- a -a 7 -S' eQ o .. 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'. �. 2/4 1/4. 3/4, 4/5. 5/5 A 6/5 110"ANCHORS Isla SGHEWLE ON 1W/6. 2Ml/6. 3W/7 Ilt 4W/7 SHEETS 1, to All) - - 3' ""XI _. _ _ ..__ 1• we I 0 I T--1--- -I--I - 1- 1 r r,, _.._�-.7--T'--r.-T-T_r_e-' T I - 1- i 1 f - � - r T r-I 1 -7'-r-T-T-" .i--T ---t-T-t--'-T..-,T-i , . 11 1 ll i , ,,,,I- ,,, 1 i I I 1 ] 1 l 1'' I I I 1 I I ,I I L11 I] i ,. 111 V� T i i I ' I I II - a i) I I I I 1 -1-1 I I I �� ' I 1 I QF I I I j r 1 I UNBOLTED PANELS I I •... I 1 I I I "�'. 1 I BOLTED PANELS W/ 1 M-20W1• 9 5. M.S. BO.r W/ (,�. EA OVERLIiP I I (SEE SECTIONS AS 1 1APVUCAA1.0 + j 1 f. I I I I I I I � (SEE SECTIONS AS APKKARO I i I I. I I I I, I;. i t .'1 i 11 i I-: i , I 1 1 I I ic ` T j I- I I I II I I I I. 1 I I I I I I I 1 I 1 I N9 a ' i 1 I I i I I .MILL 3 . 4 , t , . ._� D or...... I 1 , I I _I - - -i - 10l i I t I i I Ii I I i I f_ '_)_ . - - +_ __ __ 1 1 MAX r ® - p p to I _i-MAX 1 .1 I. MIN 2/4 i 4 34 45 S5k651•MIN. / , / . / , / / i 1 W/6, 2W/G. 3W/7 R 4W/7 ;- -.. _--_..__ANP,ORS (SEE scscoinL ON swrrs 1, t0 kll) - -'. REGULAR STORM 2.667- PANEL C1) ELi;;�Y_ATION N.T.S. ,JI• M. GAP ' ~.� ee (RAW 0 1AP -1 w101E WUETO MAX, CAP, 11-1 •-J SECTION A -A / 0 i. N,T.S. MARSH (1) L♦. IAAXINIUM ALLOWABLE FAIR LD16M TOR A GNU PWrA "D. DESM LOAD. L-. MALE OLLM4kt P,VQ IDIWH FOR A OMEN NEGATIVE AID. DESIGN LOAD. (a) PRO=LM1[ TO DETERMINE MAXIMUM PMM UENI b Ct" A POSITNC AID. DESIGN LOAD, WTrWAW VANO M PAM LENDM t.- FROM GIVEN A NEQATWE ALSO OESION LOAD. OrM%" MAXIMUM PNM UIDMITIA %` FRON FINAL MAXIMUM ALLLOWA9LE PAWL UDIF , I 10 THE MUM M WMWMD PAT T WWAUAT04 INTO WOOD ARE UNAM TO T 95 Rbt MAX ALSO. CEIM PRESSURE RATING Al 9. 10 • 11 FIR MAX. A3D. 0113" LOW k MAX. PANG LE;O FCR ,A�VN* 7' • -we CN SPACER is U6ID •1. L .. FLORIDA BUILDING CODE Non High VelocityNurticans Zonal * :' 0.44 167 AaaAo ritaa PX: 24 GAGE GALVANIZED STEEL STORM PANEL to wmm w• .. Tit � iATE pF " `=� IL E C O INa. PROTECTION PRODUCTS. Y.Y- •7/OKFLX 20-175 FSS h _t •DING {4 .✓ylp lw[ J •AIRk u aw a r AW -. n a.M --I- MANS.W.Nmwm OWL FL 3A "on. Dw)Oq-vow. Fn (-Itp-- '1'NA ! AMNIA ••.• GA NW., MALL . __-10 oWNWo N. #0,,z,A0�•M.w rA-90%rle rAL10H A TLUT A. ►E. w WA .►w omm 3 alle . \ ------- ------.__-___-_ ------- -_ _w o GENERAL�i �.I1� C" . CP AEI,n rs 1RRf't + s-2 IYMn ertir. WArErT. fC) l0.LAsD1 i.wQQD-;MAD. SP.EGE6,_G8A10IT_ri ..ALMA.; 7 I STORM PANEL DOWN ON ,MS PRODUCT IYALUA7ION DOCUMENT (PLO.) INS BEEN VITRIFIED FOR COMPLAWCE N ACCORDANCE - 1/4'P TAPCON ANCHORS, AS AIN/LR'ACIURED BY I. i,W BUIIMX. INC O WnN THE MIO (71A LiIITIOrE) OF THE FLORIDA 8114.DREG COOS, THIS STORM PANEL SMALL NOT BE INSTALLED AT FID/1 - /,4-10 tAtt FEMALE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONS1RUCT,O R >. � VELOCITY ]HURRICANE ZORM (MLAAN-OADE / BROWARD COUNTIES) - 1/4'P LAG SCREWS PER AIDS V G SCR � DESIGN *No LOADS SHALL K DETERMINED AS PER SECTION TOO OF THE ABOVE MENTIONED CODE FOR A BASIC WIND - 1/We . 5/9' WOOD BUSHING. AS DIST TBUTED By AIL. PORT SCREW. MOLT k SP1CMLtY CO FACTOR tp SPEED AS REQUIRED BY THE AMISDICT04 WHERE STORM PANEL WILL BE INSTKLEJ), AM FOR A DRECt*Nkm 90.0l", USING ASCE. 1-16 AND SHALL NO EXCEED TIN' MAXIMUM (AS.0) DCYCH PRFSSUIS RATINGS INDICATED ON SNERS C 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SNAIL BE 1 112' AND Z' FOR FLCO t S -0 3.9 THRAN 12 k 17, 1a MID PANELMALE FEMALE 10 4•+ c IN ORDER TO YEPW THE ABOVE CONDITION, ULTIMATE DESIGN WNO L.DADS DETERMINED PER ASCE 7-16 SHALL BE FIRST cc REDUCED 10 AS.D DESIGN PRESSURE RATING eFY M LTIPLYI G THEM 1r 0 6 IN Olil TO COWAK THESE W/ WIT (A S 0) C )) MNNAUM THREADED P[IVETRATIDN OF LAC SCREW, INTO IK WOOD FRAME UNIT SHALL SE I I /2' NO -tj DESIGN PRESSURE RATWCS OVICATEO ON SHEETS 3, 9 TNRU 12 k 17, le PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATIOIN ✓ IN ORDER TO VERY THAT ANCHORS ON THIS PE.D AS TESTED WERE NOT OVER waft SEC, A 331 INCREASE IN AU.OWWLf StRE56 FOR WM LOADS WAS FADS USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C 3) MIMMIAA EDGE DISTAK;E OF LAG SCREWS. INTO WOOD SHALL. BE AS INDICATED IN THIS DRAWING w ACCORDANCE WITH N.O.S. tole Ca. STORM PANEL'S AOEQUAIN FOR IMPACT AND WIND RMtS1ANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF C.4) MINIMUM PENE.TRAFION OF WOOD BUSHING SFMLE BE 5/0- 7/4' P-2.0 SCREWS USED SWNL K l 1/2- L M ft GD THE ABOVE MENTIONED CODE AS PER AMO6CAN TEST TAB OF SOUTH FLORIDA %[PORTS P01914.01-01 AND 0021202-09. AS SHOULD STUCCO EXIST, AM , MIMMUN FOR WALLS WITH N1 STUCCO, PER 551D 12-99 k ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT I t23.01-I0 AS PER CS) IN CASE THAT PRECAST STONE, OR PRECAST CONCAE7I PANELS. STUCCO, OR WOOD BOWR05 Bi. FOUND ON 1 EX15tW0 TAS AND TAS-203 wL0T00015. AND A; PER CALCULATIONS PERFORMED IN ACCORD"[ W/ SECTION 1604 OF THE V WALL. ANCHORS SWUM BE LONG EN000I/ TO AFACH THE MAIN STRUCTURE BEHIND SUCH PANELS IPA FIORtw BI1tLORM COOT ANCHORADE SHALL BE AS MENTIONED IN C I), C 7) 6 C.♦) 2 All NUMINIM EXTRUSIONS IO BE 6063-te ALLOY ANO 1C4N[R (UNIFSS OIHERYASf HOED). SEC LE[T 2 (0) ANCHORS SINLL BE INSIAI.LED FOLLOWRM ALI O THE RECOMMfNDAl10NS AND SPECIMATIONS OF THE ANCHOR'S AAANUFAL`TURIV. 3. ALL ALUMINUM SKIT METAL USEO AT CtOSURFS SHALL HAVE 3105-H14 ALLOY a PANELS MAY ALSO BE INSTALLED HORIZONTALLY rOLLOWING INSTALLATION DETAILS SHOWN ON SECIX)N 1 THROOGN 6 CSKFTS 4 ALL STEEL SHEET METAL PANELS SHALL HAVE STRIXTURAI QUALITY STEE3. AM A-653 GRADE I50 MINIMUM. G-W GALVANIZED THROUGH 5) EXCEPT THAT HEWERS® k® SHALL NOT BE USED. STEEL ASIGNAIWN W/FY'. 922 Me. (AnrR ROLLED). V IT SRAU Eli THE RF,SPONSEBUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF tHf STRUCTURE WHERE SHUFTEW IS TO K 5. ALL SCREWS TO BE STAINLESS S M 104 UR 316 NISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN =1'1 ED 10 INSURE PROPER ANCBIORAGE THIS SHUTRR SHALL ONLY K ATTAC,I(rD TO CONCRETE BLOCK ON WOW FRAME Bl/1lDNIG5 SGC1B W/ 50 i.1 YIELD STRENGTH AND 90 AP ENSILE STREf&'nl AND SHALL COMPLY W/ FLORIDA BURRING COOF SECTION 21,I 3. I... I EACH Rf CULAP S1ORM PANEL 07I1 LENGTHS OVER 90•. AS PER SECTIONS I, 2, 4. S. 6 AND ALTEWATN(y IW, ]W k 4W ON SNEITS 4, 5, b k F RESPECTIVELY; SHALL HAVE A LE(AOIE ARID READILY VISIBLE MARKING INSTRULTWF. OWNER OR TENANT TO 9 90,11 to BE AVM A-307 GALVANIZED %Itft_ ON A51 ,O4 SERIES .: AMJLESS STEER, WITH 36 TIP MINIMUM YIELD STRENGTH SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS Or HURRICANE WAWOM 7. ARCJMRS TO WALL SHALL BE AS FOLLOWS. If THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALI. SHUIIER COMPpAEN1 EOOl WWCH REMAIN IN CONTINL/GUS CONTACT WITH THE BUIIDIMO TO PREVENT WMIO/RAW INTRUSION (A) i2E4-0 - 1/4"P tAF'CO1/ ANCHORS AS 4AMXALTUTHEp BY I.1.W 61AILOEX. INC (Min. N'c••3192 P F.•) 12 STORM PANEL W57ALIA110N $14AL1 COMPLY WITH SPECS WUxATFA IN THIS DENTING DENT$ ANY BUHIOPIG AND YUN:Nf: RFCU.ATIONS IA_P�S RS AS I$ APPLIED t _ PROVIDED 8Y 1HIf dUIKS01c NYI WHERE PE/HIYi APR EF O 1/4' 1 . ]/a' CALLA -IN ANCHORS, As AHNN1fACNNEO BV DEwKi INC (0,, f >'/4• SOUP -SET ANCHORS. AS DISTRIBUTED 9Y At, PONT SCREW, BOLT k SPECIALTY CO. i3 (a) THIS PRODUCT EVAL.WTION DOCUMENT (F.EO.) PREPARED. or THIS ENCInCER Tx GENERIC ANC DOES NOT PROVIDE INFORMATION '�''•rd) TOP A SM SPECIFIC POWECr, Lo WHERE nE 5RE CCRIDRON5 MOAtt FROM THE PE0 - 614- IO PANEUMTE FEMALE O R PMICUNtt PLUS ANCHORS. AS YANLR'ACn1RN 0~ ELCO CANS,RUCIHIW PROOIN.15. - 1/4•0 ZAIAC MAIN ANCHORS, AS MANUFACTURED BF DCWALT. INC (bl CONTRAC70R TO K RESPONSIOLZ FOR THE SELECTION, PURCHASE AND INSIALIA110N INCLUDING UFE SAFETY Of THIS PRODUCT A 1) MINIMUM EMBEDMENT OF TAPCON ANCHtMS INTO POURED CONCRETE SHALL BE 1 3/4% 2' FOR ELCO PANELMATE AND w5E'D ON THIS P.E.D PROVIDED NE/SHE DUES NOT CLIMATE FROM INC CONDITUON5 DETAILED ON tRM DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSOUTY 13/4' FOR ZAMAC NA1LIN ANCHORS. (c) tHM PROOLKT EVALUATION DOCUMENT' WILL. K CONSIDERED MAID IF MODIFIED A2) CAun-IN k SIDIA T NNCfORS'.WN4 BE EMBEDDED 1/e' INTO THE. POURED CONCRETE. NO EMSEOWN7 INTO STUCCO STNM. RE PERMRTEO. 1/4• 0-20 SCREWY USED SHALL O 1 1/2' LONG MiNINUM SHOULD STUCCO EXPTT, (it) SITE SPECIM PROJECTS SHALT Of f-IRPARM BY A FT,ORIWI RE%tTRW ENGINEER ON ARCHITECT WHICH WU. BECOME THE AND I' MNMUM FOR WALLS WITH . a STUCCO. AND MAY K HEWED SCRM OR ALL tHREADED SCREN5 110 HEM, ENGINEER OF RECORD ((OR) FOR THE PROJECT AND WHO WILL SE RESP(NCS IL FOR TIE eUT *Mi WINO RUTS PROPER USE OF THE P E D ENGINEER O' RECORD, ACTING AS A OELF-'GATED ENGINEER TO THE P.E.D ENGINEER, SHALL SUBMIT TO -HIS LATTER THE SITE SPECIFIC (DRAWINGS FOR REVIEW AJ) N CASE to f PRECAST STONE PRECAST CONCRETE PANELS, PAAM, STUCCO OR WOOD BOARDS K POUND OFF FKE EXISTING WALL OR FLUOR, ANCHORS S1AL INC TONG Fhl TO REACH TH[ AWN STRUCTURE KIIIeO SUCH PANELS W THIS PIG- SHALL BEAR THE MITE AND OKOINAL SEX AND SIGNATURE OF THE PROFL56IONA, ANCHORAGE SHAD BE AS MENTIONED YN A1) AND IN Az) INCNEDI OF RECORD THAT PREPARED R (0) TO_011STING XQft TEE.. BLOP _INC AST.M. G.-,80. IA SHUTTER MANUFACTURER'S UMBEL SHALL BE LOGIC ON A READILY VISIBLE LOCATION AT STORM PANELS,041 SHUTtER •1 ACCORDANCE WITH SECTION 170091 Or FLOP" BUAUDMG COO[ ONE LABEL - I 4' a TAPCON ANCHORS A9 NMNUFACTUNN BY r 1 w Bl11LDEx, NIL. FOR CV[gT OPENING LABEUM1i TO COMPLY WITH SECTION 17099.] OF INC DG - I/4• e . 7/e• CALK -OF ANCHORS. AE AMNUFACRUF= BY TNYYALt. INC FLORIDA BUILDINGCODE. - 1/4'r X 3/4' SOAR) -SET ANCHORS. AS DISTRIRUTEQ BY ALL POINT SCREW, BOLT k SPECIALTY CO - F14:10 PAWLYATE FEMALE 10 AND PANEL ATE PLUS ANCHORS. AS MANLNACTUl BY ELCG CONSTRUCTION 1111ANIFi 1/: F IAMAC NN M ANCHORS, AS MANUFACTURED BY UCwALi, INC EPA. T!�(,r 110 '`\CENf,F M.,) MINMI)M EYBf.DMtlit D TA/'CON ANCHORS, dC0 PNQLMAIES AND 2AMAC NAIIN ANCHHOq, TNTO THE ' FLORIDA BUILDING CODE Ilon High VelocityNutrlconk ton. BLOCK UNIT SIVAT. BE 1 1/4' RED .New n,mo INC 9.2) CALK-N k SOUR -SET ANCHORS SHALL BE EMBEDDED 7/6' INTO nil CONCRER BLOCK UNIT. NO E ,%,44 21 GAGE GALVANIZED STEEL STORM PANEL a4 .'w STUCCO SHOAL BE PERMTTEO. 1/4' 0-20 SCREWS USED SHAH K 1 1/2• LONG MOMUM S"W.o O fxr,l, * ._... --� FM �F.�F. a/»/aw AHD ,' MMIAIM FOR WALLS WITH NO STUCCO1.STATE _ 1 ILT�IE C O ,., ', PROTECTION PRODUCTS. U.C. H' " 4e0D A. •1 lmw 83) CONCRETE PANELS. STUCCO WOOD BOARDS TIC F E'E20R( •' 44q ' N"?' '�4IW"q�4 ow. n MI.( 20-175 GAS[ WALL PRECAST STONE. OFFBE FLOW, TR p EXISTING WALL ANCHORS SNAIL 4 LONG f.N000D IO RE1G11 INC OWN SiRUC1URt UF'IeN(D 5llCH P s''•- CM) .Itr N. naR m. FAgrF 12AHAYw.76•A FAIL lFp)ga-17A1 E E ANGNCNGE vMu BC AS MEN11oNED IN 8.,) AND IN 8,2}. FRr1II4 K. D•�4 �-.'-- G-O „slo 061,• �I I. ' JRFNMIHC/MR ��NrNNHN 4NL4 W RK A II II A.. AE - m 1 M I6 w--.-.._-M1.,».-..---- INSTALLATION DETAILS FOR REGULAR PANEL INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES �1�IW"o POURED CONCRETE INS POIKD CONCRCIE ._-OR CONCRETE 1LOCK :- CONCRETE BLOCK r REDU#ffD ry{ REOWRED CONCRETE ANCHORS, CXNCRETE AN HIORS . ! " ., {SE[ 9aFAulE bN I, (SET. SCK..., ON , SHEETS 9 THROUGH,Ol "''G , Z SHEETS 9 THROUGH 10) y Z ��EPOOURREO . r , v CONCRETE 9l0 3 _ ( 4/2. t/4• i ,/y L/4• R[O RED UI Wa' oC. 9 _..._)__ MAX,. _ _. _. U I" '"'I'll,MAX, CONCRETE ANCHORS � I '. I .0 t 1 I I ' (SEE SCHEDULE DH 1 ' C D ,r j i SHEETS 0 THROUGH 10) r,, /, % I 11 1 '' j. I E��' I r /. r / f 1 B I . ' I _ _._ 1_. "'*-A,' e. _..,.1 .__ Hp'q-aR11• r ' ♦♦ 1ifAn,, _ [ D 1 146+ V'-.. _ - -...- YLM a ypAAA71pN.� -tL RR. _MAT® 1 I SEPARATION a G oaav . TO CUSS. i I rot AWet TO GLASS. 1 PIE WI A4e1 ,/. I .� > I LOW" OM 7-� I TORN ImW r-f7 T G /' ✓ r ':;. 1 fY15RNG (SEE SCHEDUIE 1- y4, X (SET SCHEDULE J I nL4 I '. "•�. 5 ON SHEFT 3 1 1 CLASS I ON SHEET 3) I PANEL LENGTH I ) I I. SEPARATION I r 1 'L' W.. 1 5[E SC,EWLf. R I 1 I ON SHEET ]) A 1 TO 1 GLASS NGTH 1 1 i E SCINEOLR.E LENGTH PANEL IEDUL (SEE l STEEL 1 I A (Sir SCHEDULE (� KCHEDURC�ROl16ON 1C, `r i {� ', M f 1 (04 SKEET 3) ; ON.Sw[T ]) '. ON SHEET 3) �, , 5oR •f x E I I US7UMfyN I s7HNv OF 'E' 1 Fx I C c1Ass a 1 o CLASS 1 T I MAX. I SOX I !y i) _ I VH' 1 OF L' 1 __ co [.p-i. ...{l4wAwriW eotri Tom. ' J1 r 6 ,!N' 0,0 I t, 1 11 I I' r; ..... - t L 7 CONUaE'tE DAL i 0 1 1/4' o.0 R (AS ) I 1 i� /' .i 1 . .%" Fill ■MIRE .WAD CONCRETE OLOC% I 1 CONCRETE ANCHORS _ r " J 1 .. T� ,.. it om". to am. a REOUHRfO. , (SEE SCHEDULE ON '' - - _- --. . - -- 9S. At S. r/ I V -to -Its- 'I.-ID,1. MR _ - • ,t Hh• IT - - ---- SKEYs a IN "" 10) (I" , 1 _ ALTORNTE ' '• A"„ - -"r w/ QI ONLY WHEN SOUR •�, 1. SFT k CA)t-N I 3T� AMQ��HEMS LIMING POURED CONCRETE ,, LEG lOGtION .`!, -OR CONCRFR BLACK P�MICuNtfAHORS ALIETOMYE CONCRM p smG POIM[D CONCIT5 CONCRETE ANCHORS ME USED. REQUIRED. ANCHORS OI CONCRETE BWCN R[E3VIR[D. STAOGCM w/ STIR (SEC SCKDLAS ON (SEE SCHEDULE ON SHEETS 9 THROUGH 10) SWEETS 9 THROUGH 10) SCALE 3/8.1* suLO 3/e-I 10 -. 3L. GEN l FLORIDA BUILDING CODE Non High VelocityHurrkane Zone E 0.44167 I `0°1° TATOM M0 24 GAGE GALVANIZED STEEL STORM PANEL PA,To e. E.D. •EDGE DISTANCE NQTL FOR cDMameti4n. of sEc(aNS'.* * ' * = a/IF/e.M �,`., STATE O� _ -�' IL E C O INe PROTECTION PRODUCTS, LAC. .TIRE (SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAN BE O •, p _.- - woo LW. 61 STOW SHEETS 9 A 10) COMBINED IN ANY WAY TO SUIT ANY ... 'i I, _ L _ R. Ew. r. Ar wWrM kFsa aw OW. IL MI. 20-175 %y •- ••'•, �,__ •Ld w,� U1a�1•IML> r1-w, r,1aHI (4a,�A-TDy TALK• IRe.Iw.Am INSTALLATION. ... _, Ls 'Y7// /O me DRtPI1D 'W O-FIG rN.xx nnVOT[ mn A fun r. PRIt I. ,t-w Alm • a u --_ .6-0 0 N -HC � -Cu N � U >` C \ CD 0 Q 0 O Cu 0 ^ CO Al Co -Cu Cn en II arc (D -0 0 -C .a . G. 0 .= C 11I0 - L CD y to N Z& C 0 u_ 7 Cu tu 0 `� 9a - 0 p N S- N 0 co = cc cn 0 0 1--0._(nQ a. 1 O to O 4 tF ir INSTALLATION DETAILS FOR REGULAR PANEL d) INSTALLATION DETAILS FOR REGULAR PANEL 1 - - INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO WOOD [ SHEET, A 1 I n I, 1 770P GLASS, I ARATION_... _. _ .. ALTERNATE CONCRETE _ WOOD ANCHORS - - WNCRETE ANCHORS SCIEFDUIE TIN _ I (SEE SCKDULE ON I,I /ty ae„I• .(sef SCHEDULE I ,/41-71k,'•LOCATION LFf, (SEE SLTIEOuIE ON C1b5TNEG POINTED C:ONCRfTC SHEETS f II1R01/O1 TD) EXISTING POURED CONCRETE ) ( I /3f .;N„9)p 1W pr - --ON SHEET !) I -Oda r W1• pMn TTRUCTIMAL LOGrzON 1 4' _ OR CONCRETE ROCK r V _' 'I • .. • e , v- . _. I .. ._.... A: ALTERNATE SHEER 9 THROUGH 107. OR CONCRETE OLD" REQUIRED. I I � i? • . _k� u�wH Ole � I�D�fOUKY' OF i%Ri1NG W000 � � � '�,a,� REWIND. ttRINtt L[T. I.. I , E%ISTIND POURED CO._.Ly�./• / lOFA,IR'1 CONCRETE ANCHORS 1.WOOD I�R y _ 0 5 -- - - - - F CONCRETE REOUIE6 1' (SEE SCHEDULE OIL- - v I U ( Q N _ ARCHITECT PRIOR TO SHUR I WIooD ANC ON5 -. .? ElasTItlG..j ""-; PAFQ REGIST['IREDEOR ER III '�� 1f' • SHEETS 9 THROUGH 1 02 REWIRED (SEE SCHEDULE ON I R -- _ - -- O SWEET 1 FOR \GJ +EB CO ;• I, _ 1, ^ �:'} - ANCHIORS ALRRRAIE wobD _, 1' MMn, 69 Llt� MASPACER " 1 .• 1 , aCD 1 4 ((T FAD .ti,• w .Ma wo p J / S En t t)1 (�i� ' ; w%. 1._ / rr•• V - w Fo - riW e9LDO ,et r9oln/off I - -'%/' t!:• _ �'Nvuc. I n _ of 1-� sPADER t iEE scN[7%nE ON (sea scHmull ON /.'VI• w' rwlu ,IrA9 CONCRETE ANCN0114 .. • n , ', .., WOOD HEADER . I f. ..l ' W,': -iO -;-CO- P" °A ._CD = 1 1 1 tiE/ M90r m 7CrOr ED 1 1 TM ' (SEE SCHEDULE ON .,., ,? .. 5_ I I !; 1 REWIRED t ?,. I { - 1 .,.: _S uAlt.li) _ ...... LECi t IIYOOD IE/tDfR _ 'Il , 1/2• , 4'-9o.T• ed r9 r/ AAn I 1 SEER 9 MepUQN 10) L _3 I , .Y-ma. I L0. I MN .III 1 - Mh. )., I -__- 1 1 __ - - 7 i R[OURICD ILL t ui,r�,n' oc 1 ._.. LENGTH 1" MAX.MAXI Na f D -':� G;. • 1 4•u� / // /'.:.'. y:'; I •L' NOR. I .: -- I to 1 ,y Y.. �_ I I - I, 1 - I L H I WOOD ANCHORS j 1� - _. I 1 j/1• - I- % r r, !/• rr 1 PANII LENGTH It' 1 If-r'- 'f1 1 1' YA%. LONG ALUMINUM SPACERS 0 42 1/2- T 1 2 I [XISTI,�OL, , F I� , // .,::t. i.,f::' T (SEE 9C.ICDLILC L.__�. 1 _ 1J. F�-..1 i j1 --® 1 I (SEE SCHEDULE ON :Nyt '(„ I 11CIO DIASS- ED �. }}! U'NET j` F (�} OC. (SEC TABLE /1 ON TIEE1' 11.) N, t 1 ') rI 1 1) 1 SfPAPA1FON•- ' 1,�� F61 3� 1 SfPMARATIDN I \✓ 'L" MAA%. ` I •L- rAAX I , 1, SCE NOR BELOW FOR LIMITATIONS FOR Nln. ; SHEET 11) I ,^1 k"�I 1 N./ tr11-3A,' ,,��gg�� t 1/2• LONG AMINES. ERARARON f0 i V ITT j}j' 1 LL •MLR w Y� rj .; F I �• 1 t PANEL LENGTH .) '11 M a A IMI� (Iv . /Fr , r , TO GLASS. ' ON SKITS 10 GLASS 1 PANEL LENGTH 1 SCHEDULE I /FY-SA, �F J I(71r� as 7.f') i i eels w F�`'' ON sNCKF 37 1 ,/A"rd4r , . I - ON SHEET 3) _ 1 bt MBR wIT I 7.P•' 1 .. N 1. SKCI J I w q ( T/' 7' ..� o • (SEE SCNOJUIC , a u/NNR r (SEE SCHEDULE 1 F Mn. I (SfF SCB6DUl1 PURR SIDE ON SHEET I1) /. - a p [• i n. t0 GLASS 1 H/ALIT-sk,• (SEE SCHCOUTA 9 i 10 Y i i• MR.. (sa 9tHNu1F ON I .k -a r 1 ON SHEET S) , BL sPACEA ON SHEET i) 1 ! ON SHEEP )) H� E L TO F PANEL LDNQTH 1.. ) - (LTA FOR rWY •L YW. , ,- rus MI �.. _ 1 H f5E' SCHEDULE ON SHEET 3) 1 4 eRTi W PAMEL IJ'NOtll MAI L 4 ) 4 Loc. OAR 7� ,, 1 r 1 i I 1 , j la IK ONI 1_0 _'L' MAX N R ON FOR $"a(SEE . UENGUf E { (ALE SCKDULL r. Oct aa, f�'U PANEL LENGTH t - _ - _ " ! ON LEI1 3) H�►1 I (5EE SCHEDUU 1 ��r,/ !jt 1 1 I f IH, 13q 7'-Ir) EXISTING j SEPARATION I 2'W4' WOOD - _ _ .. H r Na'pl„ aa1 f-n ON SHEET ] / TC , j 1 EaX % I , ON SHEET n fgASSK ' j T.1 7 I IF 1 .. _.. _. 4 GLASS -T (SEE SCIEDUL[ I i 1 PULE REQUIRED 1- T (SEE 91RPT ])E GUESS 1 f . j. ) Fi " 777 I I - - r - 1 r I CL } �+ -''ij(SEE SCHEDULE 1 o ( - -- „�___.AY .. _=_, r-., _ Y" - - -= -T _-1 E L) , ON SHEET J) L . d DIRECT. MOUNT W/ SPACER 01J0 j -N`--- - #- .... 1 , I N ON SHEET ]) I ot• I (11 ai t• T I ;_ - - J- - -i- i '+t I ALTERNATIVE 2YV' I_01 ; r�. - - U) MINI ", I NA%. 1 1) ► I '�11 rl 1 1 !/5Ai WALE ]/s.,• 1 I yDX I I - 1 -L, _.. �'�t .: •: I .'T ' I I 509 1 1 - F SEE TABLE /1 ON SHEET tI FOR MAX. PANEL LENGTHS k 1 OF i' . I (�� •NTT. A �a ) �.A' E.0 1 SPACER_ 1 1 SOS: I - H 0 12 1/2` O.C. 1 I _ f L� _ ` • l 1 E D l O 1• MAX. AS.O DF.SK?I LOADS F011 THIS 1NSTKUTION. N1@ MAX I I V 6 1 . i2 1/2 GC , I - _ LENGTH I MAX 1 I OF i' EO %4 1 �_ . - K7 (-J , % I I Y ,/Y - _ i - 1 I _.(UAL MAX. '. L. J - i I ,' s T2 i/2- o.c. E'o y -,0 -/ F._I_.1- I- - _ I (D e - 1 I \ • is �:. r a I VA• 9c L.. i • ' I _.. .1 i EQ 1 N!C!1...__ , )..._..-'- --- `- - -- I ALLOIYCD I ' ( 1 CQ . 21 _ 1 N { HW eaR C ( t J 4` I 12 t!T" O.c L _7-L �NI - --'.N"""n , H/jTSy�o,�,iWCONCRETE ANCHORS CONCAEIa ANCFIIXK - - ""__-..------' _------'----'----- _ KBE�F4 URED " •'"',.`,.:M .. (SEE SCHEDULE ON , rMT H7 v (sEF SCFEOUIE ON t - _ _ WOOD ANCHORS i *TITMiff: . „ a ,p o.c:'` ,,�• (ALTR. CONMtON) 3..8 4 -. } I ` STAGGERED W/ STUD r _RCOURED "' or WALL On SUB SHEETS 9 MRDUOM 10T !t , ,'11NG POURED CONCRETE SHEETS 9 THROUGH t0) �A LO �•A PIAIALEL FOA N �---, ..'�S►KLR M wI B[ , ,/y Uxa r• _ _ , eaLn�%NS0 CONCRETE '!4• ... dl CONCRRC ROCK EXKTNG FOAMED CONCRETE LEMCTNS PEIR SNIDER J. Ali _-__..___. __,._�., ',' SHEETS 1t W I l,) a61MW1oN 6 UYIRD TO A 011E nON 9M101Nei 'RAM ,S-I' + .F�.. .... _.. - -. OFCK• REWIIREO REWt11ID 0 �R !I ANC7NOn3' L� I.J;L, aR t'oNCRFIr eI.00K .._ T2 1/ 2'K4. WOOD ... 1 4 i *136II. WAX R.IID CµNOwiMal PMEI(RF OlpG1EDl1 ICI FION OWHIDFII. ANn (SEE 901IEDIAlE ANCHORSN a- -,� >;' REQUIRED .' Y O, C. (SEE TARE F1 ON PURE REWIRED • WOOD ANCHORS ,• 1LN. 9VARQ,oN ro IIAO IIEo11W i (SEE SCHEDULE ON I _ _. 3%♦' _. �L0E0E0R TT) R[OUaEO. ,' ALAI LORD ALLTMWLRA SPACERS 0 O I 2 W000 WOOD ANC7IOR6 - (S¢ SCIEWLE GN Ep,..._ .., _ .,.., y, SHEETS 9 TFROUCH 10) SMfETi • k ICJ STMGERED W/ STUD ON VW 3 MAY K 1tGxICfO ,9 ,!♦' K .:: - >"' _'.. PURE REQUIRED ,'I AMN101E Is,WlO 1HFWd COAIr91sM M (FMNG MAR FEIMV.0 W OR SHM 11) - _, { ',. ill (SEE SCHEDULE ON tap Aa 1K rouaWrli IXY101NIOF16 AXIe , L WIG wi[ 1Ny� sHML aF 9MC07 41AIIIMUY AT a t/4' D.G. - -- _- /•pp��y IItAUNT1NQ 47 sKLT ,1) WYniD AwN i S.W OL R71RICiWN FR011 Fe 1/Y at. 61MObtl aL/NWD FN j _. '_ CEIUNAll it) M�'RNI a +q i µFA. U i SGA E ,/.-, J1 i OW WUA $I= I aN HnN IAnmF FWNn Nmna wl0lrm oN 2 'R"' _ BUILD --OUT YOUNTI (3) wx 224 ow FAMIL LOOM W LARD 10 N• M NN OPENING CKILINrALMM SfiHF 3/a-1• I IZ) IMI)eI1M 81U161 Pao LDAITN 0 ORET 11). I ■ WALL MOUNTING NO M i (3) SIM Fac MMNAIM 0 eIAY I I tot 1 1/E' ,aY SFWCM C0••'ONNDa 9eA S164L 6[ M e1CGTm ON 1 ALTERNATIVE 1W I e•o AN O161W0 roeo r161L "N3 I scA,a ]/a-1' I IPLA MR we uHawoutuAraw � a as lIr�� r SCALE ]/e.t ALIERNAT'IVE % M _•.M441NwrNA,. SCALE 3/8-1• 1 (4) Ea1a3A110N WLN ONLY FOR WRY fFf STIMADMID aW nW Mo ETN vinnow) Or M nAMA HIT"w.", sCKC J/e-I' WraelwR N" -^q 21,0 ,. I e S Pol ,*1M E 1 �Er, A Ti� trey( A. tit J, twe ERA 7llV '------' ----- ----..._ ___ . ---'- - - ---- --- ---- j �VCENv T3 W ey,,....:..,• rKG, elms 3L. JGEN�E •-.. FLORIDA BL111UNNO CODE Non Nigh Velocity Hurricane zoned h' 3..' \�CEN 1.t aIt COMBINATION OF SFCTION�: . NO.44167 - 2 FLORIDA BUILDING CODE Non High Velocity Hurrfcom Zone), lKTTE..f FLORIOA BUILDING CODE Non h Veloci Hurrlcon• Zone 1. INSTALLATION ARE ONLY VAJp FOR MAX. A.S,D = aeeea R,mo..e FA. ). INSTALLATION ARE ONLY VALID FOR MAX. A.S 0. } •eDeo t6wXq ACHE. Fl. Hatgo Homo. .Ic r.r. F T 0. 44167 : 21 DACE GALVANIZED STEEL STORM PANEL DRAW @I HOLE FOR T) QE DESIGN PRESSURE RATING (P.e.f) AND PANEL LENGTHS �• 44167 24 OBOE GALVANIZED STEEL STORM PANEL TOP I ITN A MOUNTINGS SUIT BE pE51CFN PRESSURE RATING (psf) AND PANEL LENGTHS q 24 CAGE OALVANREO STEEL SEOM PANEL Q $ * ;• * . * _ * ; * ' •• COMBINED IN ANY WAY t0 SU17 ANY AS PER SCHEDULES ON SHEET 3 y'. STATE.QP °Rw• IN _ NOTE FOR COMi9NATX7N 9E SECTIONS: - C_:_Y o7M/lete TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR ' * O A ;'� �---- I Z } ._ �r M/n/MIIb INSTALLATION 2 FOR NeIN WOOD FRAME CONSTRUCTION: WOOD ••�.. ZO .. . _n_,}�..� �b a/n/SeeO E.D. EDGE DISTANCE z .q STATE Off"' _ 'y IL E C O INN:. GLOBAL PROTECTION PRODUCTS. LLC. wE COMBINED IN ANY WAY TO SUIT ANY ALTERNATE aw') '. STATE IL E C O IM4t. GLOBAL PROTECTION PRODUCTS. LAC. arz: MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC - IL E C O IMc. OLOBAI. PROTECTION PRODUCTS, LAC. onE SEE SCHEDULE ON 9 ' F ( TOP k BOTTOM MOUNTINGS CAN BE o'• [GRID►' w Moo Lr el 11TRLLT INSTALLATION. O 1r-; --- p Iem w. AI NWrLT G ••••E .90o to, e1 6tTRII1 SHEETS 9 k /0) COMBINED IN ANY WAY TO SUIT ANY �'q'rNL• '•...••• V ALSO Fw`r :'�'4Ti ,IWW''"..r".Y eN rn-nwmr nIR•: M•7WONAL a 7e 0 r33314 1/9J767 20-175 2. FOR NSW WOOD FRAME CONSTRUCTION: WOOD f ORIEL U4.a .. a n 31 MAMA MKMar A aw a•*' 2. Alu 20-175 DENSITY OF 0.15 OR EQUAL. ANNrNA H", �Z/'Z♦./ W, n. _: W,WW OKwA w a,. e'K• 2 '♦ 20-175 Z INSTALLATION. 'M__ /_.___ SSE W_-,, r �.4..,. vk. q� MENDERS TO BE SOUTHERN PINE No 2, W/ SPEGFiC Si ••'• ••ll r .-+.A +W.wwrn r Our,.. Atf"""W Z,//30W MA rt NW-eme7vil W` • DENSITY OF 0.55• OR EQUAL. PNo IAWF .HCA�N.; (Wa .n_,w P,KwF. <wMOR•'7w. TALC 1n41wobbib Nw-Q67 NWAKwo rr rI. 1w/twwTlne � u-oom,e +NWT■ wNKHe N. rAL A IA♦I Jr. PC ,T-IN . NAM 1LWVLWR /OAR 4ALKA ,ryl tWn.,IM POOIX EM4)IM-r6M FAX fU4)eM-Ml 'MIT 5 or le TER A 1WL t.", /. PC. BMW e M le H) elY1 ] O 1e J SHEET N0. SH 1.3 R I�LyQ_�i.QSURE�DETAILS FOR INSTALLATION IN POURED CONCRETE. CONCRETE BLQCKOR WOOD STRUCTURES: VALID FOR REGULAR, LIFE F ETYc E-Z HANG STORM PANEL (ET) SYSTEMS A. .. __I r 11 1 I ��,] pM4� COMGCIE. 1. _ 1.. _ .1 N '© .0 ® OR 6OgIRTE k• VARRs 1 1 ��`7 2•Y4' WOOD PwR� a• . r . w]• Stoe ti i OR ✓ OY 5 Ma,', (1 & 0 w[OuRL'n apax w r. ,/ Cart. Nw. I g10LE ,TRH t/4Y . , 3/ M1; t IAPCON • a o.c. Ili). - - I `. I. 1A7VRTA COMdtTL CONCR[rc I/ro a 1 4' TNNXMI # r BLOC,1 OR 2'+4' YD00 ARAM[ � 1�o{IIwD COIKRE ;', 1 1 / a/ N a 1 r REOVRCO CONCRCTC MACX yR i'� NX.tta1 O li' OZ°:" / (1 �t �. 1 L _ ,AN ,- ..�• ® I IF to (RAVE a;t i V'I NA/ A4AtrtED ar R[AUN i \:fEa' OAPi.. � •. a ,. , ., i. 1 i v� 5 - 1' , 4' \ d a'. 7 / 1: ', q/; 1 , 1 1 'TAW AAItlOR _C.. RIIA tlLlN TE i uA I.DCR, � 1 2' . Y' ..Oe3' m K • IT' O.0 Z. „�; VAIIFS r, 2' 4 3' . pel' ,I; (. 1; ,. r M. W. I. a]I 1 AIIN ORIOLE[ ON MPa 1 , Z f L:. ,- s I M. 710a-Ntaa S IM MURLD co"011 TL, CONCRETE ?iT' 1 - _ IRA>, VITA NW aD1T PLATE BLOCK OR 7'N' WOOD FRAM[ I x 4•l.t ��_ r YJ .'•, + ro I r REowR ` I a 103-is ALLOY soes-16 A1LOY 2 1/2- (.� - -. 7• „j 1 -,. 1 _\Y . t•..,_, '! i T 4 M . cawr ALUM. ANGLE ua.. ` Mve. CAP \ O 12' O C a105-N14 OR 9%3-M .1w w/ 31GKNIn t3P4 INN•+, ANRE CASE A (PLAN) CASE 8 (PLAN) CASE C (PLAN) SASE D (PLAN) SCALE 1/4•.1' SCALE 1/4--1' SCALE 1/4'.1` SCALE 1/4•-t" - S 'I 1 SOUD-AT a1 CAIt-M \ 1 �; 1E ,;'7N OA ELCO IVIIIATE - q(T[ V, IL- 1 ...,.,.-'S' .© a 0 OR C9lNPaI a[IRtE - I: a PAI�.rt ,,SX 'I CO�N4�TI l ROCK OR' i VMIES 1 ` 1 ��.} dl 2•a4' Na00 SmCE OF OFONIC SCNEp1RL ON !1[!TS a, - (MN. PANEL -, �' MANE REOIMED AS APRIr.AKt 104 11) _ OPERAND PAM) ^ rQuREA UOIICRETC, �NICRLIE wwwo I . . OVERLAP BEYOND I , 2'H M000 FR AK S' t►>L l.:!:/ V ,yy.;; . LINGER W !'La' 1100D FRAME 1(t) 11 '. 1E// / _ tt ..._..{� Sf'1 `'� �( \ M� YARtES F F (; \�/ ' �•)NAA FGT FI/ PN�"n TD „G✓ �•�' '<�" e MA. /, FALL (ELVER CU1 END "NEU X - 0.0 DISTANCE R+'' 1 =—-j . -- „0.0.00NN, (njASE G Lr r+aT `� 'emm .RNR .. a A, T' -'i 0'vo- 4�.,�/ �-/ ' "' ee P 1Rw 'ly vA11D FOR DARECT MOUNT INSfAL1R1TiON ONLY Q ,` S f •''.,7 CERTIFIED PANEL INSTALLATION AT WALLS W/ VARIATIONS WATHN •' I SURFACE LEVEL J/4- $ :• ND. 44T61 i A.* : 10s FLORIDA BUILDING CODE Non High Velocity Nu come Zone CA$ I E LAN) GLASS E F (PLAN) _ % ,•fit •7eD0 nTwn w.c 24 GAGE GALVANIZED STEEL STORM PANEL 'A er 'Ei $GALE 1/4'- I' SCALE 1/4`-1' ,.r ,:A;ORIOP •;�� .— - 'jf•�A%,-I L/,/.,_IILIECOENa. GLOBAL PROTECTION PRODUCTS. LLC °""DATE, / ^.-' "I nldLAl 4M SR, a, S,AFT ,., TN4,1 TL t EK1 / 'T.d"L 1. Dww1.L. n�'�_Sn,F 20-t7S 1 A..: M. ` — . 0, 01 - - "4 MOLE (Y mria,N. FM IA4)OW-YHT D M*4 N PE EAJa#A,,E40rc CA-Ampil *ALARll1- IM �M r[Sam a or u MAXIMUM A D DESIGN PRESSURE RATING (p.M.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL r1_1 INSTALLATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL (I)INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS B & 7) MAX, ALSO. MAXIMUM ANCHORS SPACING FOR EA.. AS SHOWN ON SHEETS 6 All 7 APPLIC LE 401"NuM DESIGNPANEL TEN" TAPCON LAG SCREW PANELMATE PANFIMATE WOOD BUSMNG PRESSURE RATING 4.14410111.' LENGTH (P-.0 FEMMLP to PLUS or TAM (N,) 13' tT 1S' Tr ] w 1 a 1 s 1 3 ,r-.13* 1w (lwrrou) _ 6 1-° s �- a 2 __1 _ a 2 / e i 2' / 1 2 / " ) 6 / a ( 1 6GR.opt y-O* _ a/ a 1 1 2 z e e• e E _ RoP) LESS . is e s .. a (wonolr) - 13 -- 7 _._ 13 1 1 to ) _ tEOP 45 1s. _.. _-_.. T3 ..._ - 13 IOR J BOnOY) -_ 73 LESS t3' 13 IJ _ a 112 � WIMP) -14:'J•.^ i3` — 13' -i e iw (BOr10M1 - 6 //2- - • 1/2' - _ _ 6 1/2•A - _ 6 1/2'- y tx7_, /- (DP) a t`4• (NOR•) >y.-o. ,ro - - - - ! 1/4'� ,2 1/2' - 4 7 2'^ / -- 4' i -- B 2 / , T 6 / (TOP) 14'-f 4 1/2- a t/2 +I^ 7; -. - - 3W (BOTT)M) 1/2" - 9 t/2 _ ..- f1"-�- -ii T' __ 1• W (TOP) --,0 __ --il• ". e,. tt2• iw(BOTTOM). -t7- _ -_13-_ -_ t3• • SEE TABLE #1 FOR MAX. A.S.D. OESION LOADS & MAX, PANEL LENGTHS WHEN SPACER 0. IS..t USED, CORRESPONDING ONLY TO ALTERNATE 2W ON 'SHEET 6 I MAX, A.S.O. DESIGN MAXIMUM ANCHORS SPACING FOR E.O. - AS SHOWN ON SWATS 6 A 7 APPLICAFN.ENo ALTERNICTIVIN mum PANEL TAPCON lA6 SCREW PANELIATE FEMME to PANELMATE PLUS WOOD NUSWNO RAIN PRESSURE (p.s 0 COMWNA OF THEM LENGTH (11.) 13• IY tY 1 ' 3 3 1W (TOP) +1' _ --13' _ 1Y _ t3'� tw (90nGN) a l 2• 1 • 2 / _ 1 ' e a / 6 1 Y / __6" { 1 2 / _ s__ ( .. T _ ] 1 /T • 1 a J 1F - 1212 ! •_._ 6 1 i / - - _ ' O1Dn q fla?1 - s'-0' LL'93 1 1 n .,.._ a a--[ a - 3// NOTION (NOTION) 1 3 1 3 13 13 I! R OP ) � a75. -76 1 ] I] 1 3 3 J (eorTGM - 13 ^ t! _ 13 __ IY _ 10' - W Ar IS 13 IS a 1/4_ 10 (BOTTOM) Ica 6 I/Y _ _ _ _ ___ a l/2' 6 1/2- 6 1/2• _ (TOP) -_-a _ - - 4 1 T >.5 -0- — -- { 1 4 t 12 2 7 1 x - e..t a , 7 r - 5` 5 1/1 a e' SW (BOTTOM) 13 7!'* - _ . 9 1/2 _--- w RCP) +S' 12 '- ' -- "-- - - 4w --- -'" 1 SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 0IS a USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 10 IF /t e A.". OEM LORD WAXIMNIM PANEL LENGTH 40 PSF OR LESS 6'-8' > 40 PSF TO 50 PSF 6'-2" > 50 PSF TO 50 PSF W-1O" e MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE OR PANEL MATE PLUS ANCHORS & W/ S ID ,IQ 1/2• D.C. MAXIMUM A.S.D. DESIGN PRESSURE RATING (paa•f•) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR „NORM FAN ] iNI STALE �Aj ON t TO GONCRE7F (;ONRETI B=K STRUCTURES (VAUD ONLY FOR PANEL(j) INSTALLATIONS AS PER SECTIONS 1 THRU6. ON SHEETS 4 & 5) MAN, AS.D, OUSIGNP PRESSURE MAXWUM ANCHORS SPACING FOR MN Lo. PER 501MULL BELOW A�',CAaLE 70 a 1, ,ARMOR PANEL L Tim 00 MAX. ALSO.. DESIGN pRCSSAr RATING MAX11aW ANCHORS SPACING FOR MN E.D. PER SCHEDULE 9ELDw APAUFA6EE to A UM MAX EL LLWO TAPCON SO.0-SET FEMME tD ZAWWC-NNUN CALK -IN TAPCON SOLID -SET PLUS ZAMAL-NNUN CALK-N m ro m ro aRiti ro Or THEM m to N43, -4e LETS 1]• IS• tr 1]•' 1J• 1!' 13T il' 1J' 13` rY t.P 1 a'-M OR LOffi +46ro-45 1Y I tr tY 1Y ta• _ IS' 13, lr 13` t]" It I/2 1 LOP) OR LFlS ,3' vs ] _ 13" _ t ' 3 _ 13• _ I ' 3 __ it 13" iJ• /3' 13' 7J' 13' 13 • ]- 1J' _Aa 1! t(BOTTOM).TJ RCN 2 1 i t J 13' tr 3 " r ,Y 3 1 a tJ i t ! 1 (BORON) lY _-_ I 3 - 1 ] _- _ tl• ,1' t 3 1 I T 2 e•� 1' a Y t ' d t't' ] Y r J 3 1 1 - S , 3 r i3' - ] t 3 ] 1 Y ,T _' 1 1 J' ... it r n tt i y / 2 (Ea' ) T ( ) - 73' - e /r 73 b 1r ice' a 1 I 6' t3' --, '- 3 1 f e r P fY �•13' - a i- - - b ] ,r a l P e' _ 13'- t .^ x i a• 1 ' t13 ] - a� _..t ' _ _ 3POP) _ e I ' ',3, 1 { • - 6• _ '� { 1 f' / z ' 2 BOTTOM 3 ~� 3 w 1T ( oN) i �- (TOP) 1 J"�7 t fr- ] IS' 13' 13" /S' 13' /2 GDP) 1 T I n 6 1 4 / e l 4' / / t 2 2 / 1 1 2 1 / { Ile / B 14' / J 9•ttaM) e• -..e�_ _tJ' f 3 ,!- .. .-. _ S 1 _ _a -1J' a U 6 1/4' 6 1 / -_ 13' _ - I• s 1 3 _.___ 6 1/t` a 15' -1-'-- I r 1 s ) 1 / -_ t3' 1 s t 3 -_ - e. Ir - 1i- 13' _- 1]' Id .. / 3 - a' W' -c._ i ] 1 ! b 1/4" n 1t1 i�'- 1 2 / 1 n e , a' 4 c..y. (aBT?wry B (TOP) -- ' a -- TOM- SWaTE ) { On R ) { (eon-•') �-_ ..?,} . 11 t a• U' _ _� � _Ir 1s - 1�'_ � a - C. _ 1d.,,, w _ t3'._ u- 11• B t/a' a.,.....- -,.1?"_-. t a 1 5 S t/4' - _-7]�., 1 r 1' 3 { 1/4' e _13 T a 11 S - ,3^... - i___. IS ,3 • tl' _ _ 11. _(BOTlar- b (70T+) - ,3 13 __..._.__ _ 6. - 1 3 13' 8 t/P - 1J' - 1 3 11 B t/4L 1 IS J � - 1S' i• S - to � 1 J 3 IY { r/N 3 Id { t/�1• aorloM ( ) 6 (TOP) _-._- • BOT.» 1' 3 6 1/4' -J`r- -13' 1J S 1J• - -- 1 e' _.8' t]" T I 6 )_ 4 3- J 13' tY - 13' 1T t 2 / a' _ a' _.,.. . ,1. 13• 10 1/2 13' - IS' - 1S { 1 4 -,- r 0 .l el ,S' sY { 1/4 9 1/2 T 9 t 2 / 9 to 6, / .' �] 1/2' -_ - 9 1/a" __ a 1/1' T 6 V/4 1J' t1_ 1' IS' 12 1 n a E _ T3 13 tr 9 ttt _ Y f 1 1 { 1/2 6 t a r 4• ,_ -_.. Y I/2. 1 r9 /T r �.__ 7 y2 10 1 2 / 1 0 V2 _._ n _ { 1 /Y ._..__ 10,,-2 I 0 !/7 7 t/2' 7 71 _ 6 I/Y 1 7 a • 7 . 3 A , Y -. /„_- Tt ` _,,,,/2 S I/T' 1,3• __13- ,]' •3'� 6 t / 4 6 2 / - i/2' -- ,S • ,J _ t3' a l/A' _.�_._ 4 �n' , (90TTOM) St (ADP)..,_ 7 BOTTOM s (LOP/ 3 w n L OAtI (LOP) 4 (BOTTOM) 5 (TOP3 tBO'ITaM) a5'-6• 10 t4•-4• >5,-y, ro a,-{, Ir ) t/T' +]' I]• 13' 10' tJ• TO" tr 1 Y 13' 4 +n" t (6D710M) _ I3• {- --. _)Y, ._ 1]'.. a. t/2' - tY a t/Y a t/T' 6 ltt' a' - e• 13 t• 3 ] S in" { 1 n /7 2 ROAD 2 80TTDM ) crop 3 lY t_ T I T / t ` a n 6 1 2 i' B n a 1 .• i 3 -- 0" ._ .`_._ 6 t 'S n 1• 3 , ] 7 1 / Y / T tY ] IY i ,Y - I 3 to, lY s 10, o II' i - r 1/a' .- 6 3 , 1 2 n p' .__ e' t r , T 1 / Y 6 1 / _. 7 a i _ - e 1 P _ - 1 -', 17 x / E { 1 1 2 / .^ .. 4 tta _ ___. 5 1/1• 1 3 1%Y _ 6 1 ' / 4 .--i 11 1 4• / 3•_.. OM 1 1 (wT"I' 1 (SOPi ___ 7• -,__, 13' ) 1/1 - 4 (BOTTOM) _. 13 13" _ 1Y a +/r { t tT' e' ,I- t� r_ 13' 1?' 6S" 13' t] I I3-.. fY_ ,0• tY ._.._ t0' 11' a IJ { 1/Y: b (Ta') tJ• q' - T S' I. 1J' 1J' a t/4' /J 10 ,/a a t 4' 10' _ a 1/2• T3' t3' + _O ! i/2 11' 9 I/T a" a 1/7- t] 13 d 1 2' 1 a tfx• S a07T0LL ( ) _ 6 RoF•) 4 1/2" e t {' 8 RIXa) a (BOTi«)H 6 1/4' 6 1 A` 6 7/4' 6 ,�' - - a It e/ a OD ) as JeFW 11 NOR ANDMORS "K a 30VIC0 G FOR MA"T015 Nm W000 rWM fUNHUYOa IFMINIMUM ANCHOR SPATROS AND AM141UM EDGE DSTANCE ME NDKAM ON I" SCHIVIAE. FOR E O. LEER THAN NDICAIED ON SOKOULE REDUCE ANCHOR a1MgMC Of MAIIPLTMIG PACIFIC SNOIrN 004 3CIROIAL BY Tw MUCIN&V FACTORS, FOR THIS OPDEITKIN TO ME POSSIBLE, REDUCED SPACNa MAtte,W U1RP' FACTO, MIKk O BE LESS tHM PE mwNUM SIMON PICKATED FOR 1ACM ANDFOR fY WWOUUL t/4'A /a VI!e 1/aP 1/P. i/a. ANCHM TYPE ar00N RLLO-EQ left" y�O.FILaRI OAtN-aH ' '"emmy AIK?OIL yACNO Any s S a 3 2 yr 3 1/2 o.M .oR 00aR 3 3 Vn- Y_, 7 ] In- _ ) ramt••------ PRIAM {P.al RYPe� t1Od 3 ) t/2• 3 1. ^ - ) .0 3 t/P-' 4 ACRAM EDGE Swan E.0. FACTOR A 1n' - _ _ _ rasD oAUID lap - o_Ra 4,)' 1Hw t,ao WHEN ®TR S USED. SEE R MIL. AS.D. T �� DESKNNl.0A35 &VMAX., PANEL. LENGTHS AWN SPACER Te1LE I e A.S.D. DESIGN LOAD MkVMUM PANEL L OWN 40 PSF OR LESS 6'-6' > 40 PSF TO 50 PSF W-2- > 50 PSF TO 60 PSF 5'-10" A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2. O.C. - _...- . _... . _.. ., ._,., _. ANCHORS (SEE SECTIONS a ALTFANATIVES ON SWM 13. 14. 15 A,61i_. _ _. _. -.... tr MAX' 1* R-24/13. R-WI4, R-IB/13. R-20/13. R-3B/14, 3• �- I � �. R-1AW/1S R-2AW/16 R-3AW/16, R-LBW/15• R-28W/16 R-3BW r-/16. t- IAN D.W(2). -, __--_ _ _._ _- _. _ ----- _ ---- - - - , _.. �DTQ a 0 0 0 0 0 b -------- -----''•--- --- ---- - --.- - i I � 1 i j I i I T � P i II I ILI I j I i I I I I I Il w -+-^ u2 , ' I t a'e-ZO.1- SS, BOLTS W,@1, __ii'__,, i .1. {OBE FOR PANEL LENGTH'�:A' yl , MAX. i OVER T-6') 1 , PAWL LLWGTH 1 d �1 �' o- Q��A/ PAN a'+ ' O +40, 40.0 .Y.. i :,REGULAR I iEJRM P I REGULAR S'fb M El B G 1 S ANE7 j . (W/ O/ERIM NO PANEL tENb'M BOLT) i r-e• � so.o -s4.o r. RN PANEL P•. LIFE SAfFi'r STO L . 1 ' ', MID LENGTH D WlRW PN10. wl , IT I 'A II I 2•-a' MIN. A USE PANEL LENGTH 2QP J AT ALL MOUNEWGS I a •o- ', I � 5.5.. BOLTS W AT EA. i 0 ,,.* .1- . C - II - I 1 _I -- ' _ a. NOTCHES AT S' ' i . L 2) TON O UFE SAFETY ' D.M., 3 ( I C ;. PANEL BOTTOM CORNERS i ,_.. O I - _. +.... i Of� - WING IAA A�- -p_ TRIG NUT AT - �_. .,. ._ _. 3• WX. LEF1 PANEL RIGHT PANEL 3''MALT; t INSTALLATIONS ONLY VALID FOR WIND I' wN. R-IA/13, R-2A/13, R-3A/14. M1B/13. R-2B/13. 0-38/14, 1 Mw.' SPEED UP TO 170 mp.h. �R-IAW/15, R-2AW/15, R-SAW/16. R-iBW/15, 14-20W/15, R-3ENF/16. -.... ._........ .__.... ....,.-...-... .._..._ANCHORS (SEE SECTIONS it ALTERNATIVES ON S"LETS 13, 14. Is &te) _. - -- --- -- t/4- MAX, OAP LIF�E7YSTOJ M jENEL ELEVATION (t) , r SCALE f/4'-I' •�, ci) REGULAR a adz• { 7) REGULAR AWN. O,SAUIP -t rAExe "✓ 4rT]RM PANEL ( VNREVJ STORM PANEL N E?,,,f'• *iy 'IN NA _ _ uuI/4cAP V t--.._.,` \ - ��•..C... .,(�!• " I ✓'r Rom` t 4 1? •fF'... - N _J�=aa�„era-7 .. __•a-m_. ---1 --:-_--_ , _� -.�_ _._ --la -� - -� =,, ! -_., LIFE SAFE' PANEL 's'p ; * : * - FLORIDA BUILDING CODE Non HI h Velocity Nurrlcon4 EXTERIOR �A4., �toAID► ,.•'c�NNPr "M TLNM w- 24 CAGE GALVANIZED STEEL STORM PANEL wA :._ IL E C O lwc, GLOBAL PROTECTION PRODUCTS, LLC. W//, �E�TION A —A aW, e, ,,, NY 4r ►, e. RI,. MMn f wB4 A Y SAME fL 3a11, SeN.e 1 /4'-t • �r aotiJ PHaNC: (eSA)MP••tlw FAN: (sa.)4eYy„7i 20• MAX. A.S.D. () MAX110FAM ANCHORS SPACING MR MIN E.D. PER SCHEDULE KUM Ate' ME1 mpESgN A � or THO1(n,) NAM11UA1 ►AIGT LLHG7'N Wo. AS,O, 061GNPRE55LalE PgC55lX1E (Rli, MAXIMUM ANCHOAS SPACING FOR ,MN E.O. PER SCHEDULE BELOW A TAPCON SCUD-yET FEMALE q ZAIMF-NNUNt13' TAPCON SOLID-5Ei P SING -NMI GLEN-M51m TI4>t R 001 1N e >au -ee .75. -75 TS• I i- s9 - • e .__.... 17",. t -__._ 3 -� fl• tt It- r • If' - 1_t _ '�i: t ..._._. , _ IY 3` S1 ,]' ..__ 3' ] III 73' 1J' 13• ,�._._ ,3' 1J' +J' /J' J IY 13' t ' 13, 13' 12' ._- T2' x 1t!' 1 (wIT0A1) (70P)3 ) 1DP IMP) 3 (w 1 4 fOP ( ) 1 (e01TOM) S ROPY .. ....... .. 6 oM tWaTE ) sa GR LETS 4)5, Ts 7o +n4-nae S' IS` f0 t/Y IS 6 1 _..__ 9' a l r / . 1J 13 t] a 1/2'7tn'S _ 9_10" a 2 / f_, 7 1 2 /t 1 ,__ 7 11Y' a n /3' 13' ,3 4 In e' / 1_ -._�.tr 11 (ADP)a Lf36 ..�._ 1ra,n 3 r r e' r3' - - 3 ....._ _ 3 r 7' - { t/7 .. .. ,. r " }]'IY d _____. 10 7 n _ 3 s 1s , IT i a _ to - C'; _ i ��{j 6 / 1r 1T is ii - -_.__..-__.- I7'.,_, ,` .. .._... _i 4• 1.e J IS lr i44• a a' �- 1 Y _ ._.__ e i i' , r ] ' ,• e f - -. 1]'_ 1 ' J _ _..__ • s• 13• t t' t e' ._._ _r�__ t __... 1 tr i '13' 3 t 1 2 n / ' 61a e• -, ,J; _ IY ._..,- _ __. _ i 3, r a' 13' _-,._., ,1' __.. _... 1]' ..._.._ rt t ' x - 12' ...__. i- 2 -. -_.. , ' 7 _ - e / {• t3' _ 1's 3 __-____I , • ] e � i� / - / 4 , 2 • - 10' ... o ..... ' f0' a I r J u' s 2 1 R' t e n 13' -.,. ._,._ 1 .- _�._._.__. - -r ' ._._, { ,/f• /S 1• a 2 Y J S 1 n 13 ._-.- 3 10 , n __...__ s Ip• 1 r , ] e r a' IS' __.- - { Ip`le S I Y J 1 Y / / ] 1 /2' - f' ! _ • / 7 ey jj 11 1 r 1 a I 3 1z e• a' 17" --_... t .-_.._...,,.. e t/4•je 9 7 / 91 2 / 4• Y _ .... i•, n _ 6 2 rj 1 f 1 1 0 n, 101 n 4 1 /2 - I ' S /- 10' -,...._, O i• 7 1 _ -_...__. _ 7, n T 1 2 /, 3 - 7 7/7 _., . _ 7 i n _1 a _ IS" 13" / I { 2 / 3 _13 .... .. - 1 I ' _... e , 4• 6 1 2 / b / 4. t T 2 / - a .. ........-._.__ 4I `e /2 .._. a 1/4• 2W )•xeo1TON 3 a1" R)3 t A t0P t) A wnol/ ( ) 5. (TOP) seoiroM Con ( ) a lean«y __on._. 6 } R -- e wnr•y ' i �. a / -_._ ,3' - 7J' _ T 1/2 7 1/Y' Jx 13' f3' _ tr t3' Is- 13' t0' 10 1/2 it _ )3_ +' Ir _ IO t/2 __ 1 w ,1 1/2• _ n'� e' 9._ Ir it 6 1J4 r 1 1 (BOTTOM) 1�3.- ' TO - e 0 ,]• 1J' IJ _. ,1• --'?�_._ -.... r _e'_._. ._____ 1 ' d U _. - S' { 1/T 7 ..r _ i; _ -4..._ ]• t_ ___f 7' S -... ..!3' 13' - t' 3 _ ,3' .�?� _ t¢ 1/2 _ _..._ e' a t/�• _,._.. 13' t 3 ___,_._ b i 4" t0 1 2 Ir e t Y n• a ,Jr T 1/Y 5 T1Y 1]" 4 t/Y t ROP ry._6. TO - 9-e +r - 10 t Y 1 )], _. i7F_ +2 t/x _- S 1 n -,d' - ,_._�., { 1 4" 4,Y,., t D - ._,3_ _ 1!'_.. art, .. r a' -,13' 13 __-- 6 1 /' ,-, B . , e 2- / 9 1/2' 9_Ilr a tp .,- }12• / 9 I /Y a /x _.._._ 8 1/a` to , J 13 tJ'.._ tT T/1 S _. 13' l s _..,.__. 9• �-.. 0 J / -- 9 Ili !..!/Y a ,/a f' I ,/Y 61x / _.�_., 10• 7 , Y / t0 1/I' 10 ,1Y - a , / 2 __. _.._._ 10 1/Y /7 -..-___. - 7 1/T' i 6 Y _ / T f/T 7 1/2• 7' -- 9 Y • �-_ 7 I/Y a 2 / _____. - 13- 13 113" Is� a t/. 6 n' ,._.._ , �...._ ,,- J _ ._ O..i/A' _.. 6 4 I / 1 1 1/2 �a' a I/4 77 2 / .-__. ( b' - / 6 1/.' I (BORON) T _On R) 7 (BOTTOM) a LOP) 3 (aOTTOM) 4 OP R ) e W __.___.. a IBonOM) (*aR) .___.. _ .._ a eon» 1 e 2 ' -.._ x TOP _ 13• U• _ --- - i ; •1i' e' ,3' ___._ 1 • tY 7 112 t itr - _TF 7 I/2• _-.. ,. 7 1 ]' 7 1/T _ ❑ As' W/r12t2 e' IS' -_..,._,..--.-. t, J - 1a" ..,, -TY rs` ,7" Ir e 1 4' _..1 ._ 7 1 x a' il_ to I/3• To ,t2 • 1 .' _--_. r w Ir 1 , T 2 f0 to ro It: e t A• .__.._ 4 t 1 .. t0 I/3 TI 1/2` 2 a t/2' __._. _ e• _a• /I ._. _._ a' e' _-_.._....—_. 3+ Y - — 13' u• 6 I A' / r e' _I__ Y r 6 t 4 / _,___ a' 2 (BOTTOM) J (TOP1 S BOTTOM ( ) ,.-__._ -- T , OP ( ) _ -_ . t0 I/2 .. a-.. 13'- 4 (eo?nM IS' r IY ,_.-_ .' 6 _ e e• _._- !? _ 1Y Ir i t 4` _ � _... 7 T a 11f" .. �).._.., M 5 ((q)TO) a 4P R ) _..--_,_,. 6 (wtt.••) _ , i 1T N 1/4' r0 1 2 10 1/2' 6 1 4' t3 1J• 10 , T / r I D /1 t ,-• / 2 n 1 / _..-__ 11" 911tFT 11 Fat AMCMORI T(Pt at WACCID FOR IMPAUA1gNa POO HOOD "we wj&cu= • VWUM ANQiQe WVCA M AO WO" WOE DOW40 AIR POICIRD ON INS S0HOKCAL FOR. ED. LE9a nix N#rAIED ON 501M E REMAX AIIawM SPACED h WAT11LYIN0 SAAd# 90004 ON ec,go AE A T11E pDUOMO rACiCRS root t,4a OPO ItON m RE PDMX. KIXX" SMCM ONTARIO W" AC'ION SMALL NOT R LEA, TMN 1ARwPJM PACIFIC 000ATED FDO EACH ANCHOR rAYL ON TN# SchlouU. I(C-P 1ITifi �/4-- IIIIOFIGR T1P6 iMmN "'/+•P-_ SRO-!tUMM iYN' /L YNNE _ .. TAMO-4MN _t/�-' .. O,/N-R MNMN A/1GIDA WADING GILT ) ) 3 3 , 11r 1 1/3 FRNRMMNoi OL) ._. , _ •_. ..n' _, Y --3 .._._.._., 3'I ) .__--___. .-�. RPANO0.bN OEIORa am, ! 3..i• ) t/r Ima WRN06 D. / In' O.iD -- - - - - - _ - os, R.w _"_ - --- - - dse -- ---t ----- r a.W *.`% - im . .t 3 t - ae m '• SPACINGS ONLY WILM WHEN SPACER IS USED. SEE t FOR MAX. A.SD. rrE DESIGN LOADS & MAIL PAh1Et WHEN SPACER el9 f5 USED. ?ARE &I n AS.D. OEM LOAD EMPANEL 40 PSF OR LESS a' -a. > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF Y-10' INSTALLATION DETAILS FOR LIFE SAFETY PAEL INTO POURED CQNCRETE OR CONCRETE BLOCK STRUCTURES 1/4•0 TAPCON fXtSRq POURED 114•0 IAPCow ISTINC POul1C0 1/4-0 IAPCOR -.F0(2 /0 POURED 1/4•P TAPCON ANCHOR O 9' 0 C CONE OR AN04M O 9 O C NCRER ou. ANCHOR O 9 O C CONCRETE OR ANCHOR O 9' DC. CONCRETE BLOCK ,/r CONCRETE BLOCK q'4 yy,, CONCRETE BLOCK REQUIRED. i REQUIRED. ♦i, PEOUKED. .. (J / � (z� I- �, C?) __ . ._7 T !Ayll. ..E - / f 4 /4+ N M,� 1/2'1 + 4 __ I rr F 1/a.1-_ Illy y,.....-. .._. 1.... I 11 / I r 1. ( Sri• -E t r E.D• / E.0• /i: I C • E•0• ✓ I 9 IF I r a' AID, w sA �- 1 I WoRu 1 IF N l I I N R' MCI.a _.,/..._.._.'._ , PANEL LIEN P' ELLVAtON q .(BCC I 1. Min, SEPARATION-- j ON SHEET 12) 1 1 Iy� TO CLASS, t I 1 A -tL f /. t t I (') ,' MM D oLASS ss.''It.... TTO CLASS ;' � , r t ( I 4t A' u W i i 1. _. r I 1 ,y L' MAX, a' LENGM (5[[SM CLCVATON H ON SHEET t x) �;;.' I 4, r.: (1) , ; 1 .' �. (,� EDa I 1 ED• .4i I -. 0 r " 5;Z I I I •n+/! w , bR,R cc 1 1 3/4 ,- _ , L. _t I ,y i 1 1/4"0 TAPOON- ANCHOR O f• O.C, EXISTING POURED CONCRETE OR CONCRETE $LOCK REOIRRED. WALL MOUNTINGS SCALE 3/e-1• 1 1 1 .. 1 - _ . 1 ` 1/4.0 TAPCON(1) ppIIANC"OR • 9. O.C. EONC It @BLOCK' REODU RREEA. � 0 LTFE94 s7-ANEL SEE MELTS 15 a 14 FOR ANCHM ANCHOR TYPE 1/4'. -oroo - rM & SPACING FOR NaTALLATIONS INTO wOOD 011111E NNLalla6• MIMMM1 ANCHOR SIMCOOS AFO IFNWIM y�,,, ,.� R S _ ,N,eRY— !! VAa - NnANa PRNI o.D.. a,w �^•) _J _ .. 7 •,. - - LOGE DISTANCE ARE N0CA7W ON TMS xaurc0 ACt1SCHED FOR EU LEES ANCHOR ON 15C1fDIM1f REDUCE A+aroR srMaNc AMA = www IEM FXC101L n Cv% P IRO p'ACN46 MOWN w SCHEDULE BY THE fO 09ft rAcloxa 111r '� FOR THIS OPERATION TO EL P09ft#t. REDUCED SPACING OETMIEO USING FACTOR SWU NOT WE LESS TIME 3 ,n. . __ .... 11 . OHH MMIRAM 5PACOIG INDIC TID FOR EACH ANCHOR TIE ON THIS SCKOULE .-. __ -r D4e s , 2' - r 1 /�S!%il 1 M u 1 R- SEPARATION 7- CX 4 36Y TO GASb IOL W 54 "' 0 u b / I i.. I f WA R A•L +a Awn u 1 u B 1 I 1LTCA, 1b 7 -tn a N I 11 p. V 1 ! 'a' MALE M I p a _ PAWL lLNOTH N I.. _ ✓, I . I.. -. (SEE ELVHIES 12) it N ON SHEET 11 N ) I , Mtn 110E TO 1 I It i . CLA56 1 yl 1 " I I I ST a N rr L/2 i 1 3 ( =XPIED OR CONCRETE BLOCK REQUIRE. 1 I 1 I 1 1 (f I II I IIaY-2O„• i.l P0.n ■A,(a M CA afNA)r I I I' r 1 1' MAX I_ L LESOM I e• PAN(SEE ELEVATION ELLYATION i i ON SHEET 12) I , A �-;, 1 I a• E.D• ., ` EDP r )' 1 I I 1 4 T - a 1. EQ) 1 E0 , . . �„3/.• I . r .' EO t r . wd 'j� .s. .CC I -ex� Ns / 1 ' e ,7 i/N1T,0-C. { • 13 1/9ac. 1 1/40 TA77 O.C. v , __t/4'TAPOON YYYY AlXagR # •' ANCHOR 0 f• 0 C. ... C N1TICREIE BLACK AEouw" CONCRETE OR EgiSTING POURED CONCRETE Rook CONCRETE OR OR C CYET 0 " Ipn',m'. t= TG M 2 y.4 - p- A L 03 �G d yy.. C G F -M.a+P cc .3 L) 63 C G Cc.r. . 2 I t: : E I V ~ ...• -I-- # a) N Cn N --ffi (D � V N 0 0 C c -0 C .5 CO U -ate - Q- Cn CD = O O C O O O LLr q) ''^^ V! •— = 0CU C -Cu •}_ O CIO L- Cn f` O /\,may Q ^ �--._cnQ 0! z z W J -.-.- ------ .---- INSTALLATION DETAILS FOR UEE SAFETY PANEL(f) T INSTALLATION DETAILS FOR LIFE SAFETY PANEL n INSTALLATION DETAILS FOR LIFE SAFETY PANEL(l) INTO. POURED CONCRETE OR CONCRETE BLOCK STRUCTURES STRUCTURES INTO WOOD STRUCTURES i INTO WOO S- --CT - -, 1/4-0 TAPCGN _ AMC ovwt t/4`P TAPCON _ ,,,__ POURED :_..... _ � ANCHOR • 9 D.C.CONCRETE BLOCX µCMOR O 6• OC -..MCC C[TC 0 ,i W0 ,.-.,ar', r - I 'E'"IOn ._•._-+ ' -'. ' '�:' R KEADCA I OR BLOCK , •t . N'000 HEADER _ WFADER 1 WOOD HEADER REQUIRED C,bREC' AEGUERED I • ._. .,. Wy)OA)OpDp '' R[OVIAEp. % REOUNED. I1. I• 9WRfD .,.�-,. NEQIAAFJ) ♦J 4 ' 'f ,.. 2 ,ry - ` _ 1 4Y TAPCW I lt' ,, 1APCON I" I ,� y SMCON Y 1 1 4Y TAPC'ON . , f1011 6 Nam• O.C. A `) _,", �/ 1.. _. .. 1 Y• ';, r'+ ,II • l�.: ` / ,YI , Ii+li. ,_. .1 1 I'' T/ 4• TAPCON W I ~ )1 r 1 " I ! i ANCHOR e r D c A l h' 44 ANCHOR • f• O.0 •OR 0 9 O.C, ' ` r NOR O P - 1 _ ANCNOR O a• O.G. , W t P ( r i1 N 1 / I ( � ' -- • ) - r ._ _ 1 ' .,. / / ,�, L. ,.I _. 11t4• ,�. {I/4 ! 11/4• i1 i ICI i a• 1,AAX,. X MAX. le -N _) ) T- ( 1 �,,,PPC r _N ' _i t..:Y I P A 1/Y _. 4 < i/I• i T. - f0 I 1 2 I, ML. .1�I a _ � 1 r14• + 1/2' }t/4' • / [ D r r 1 I 2• g ' 2• q, I CAL.._ . �• I M�K:_. _ �' i. .:A I �i')1 +. a,✓SEWS✓l I ji .._.._�. Min. 11`,, -I_. . 1 Mln. " 91!� I ...I MN I Mln u I .I MM �+ r i 1 MM _ ._. -.. _._...I. r // I 1 Wl" Y i ,/4 +• N M CASE 1 1 -J', (� " N �• tN w R R I i ss •aR r X 1 ( 1:S_x.,` d i �/ p '1 /Nv Ro • t h 1� i 1 _i . i._� i kill • _ 1A' .r ,:I . - .. p'•j•LIArA 4w0 M tlt ::. T� I - M Q N i t tY-Sqt' _ p ':-. ji:-. � k Nue4�a exLs N � p. - "I _:.'Ile it-SIBSNW]Y F. I �� e ' 1 OA]d/F 4AllMAi_a I , tY-)6t' t/4T.-iP,t' ' - .. � i l Ii. 6a13S M [ I 1 - B1 ,OWN oATt 1-h cU.Es y I DVSs a 1, Noua K CxCLINO X CLA45n I M w f N 1 Eli �.11 1 • �, M: ✓ M1 rA. . 1. N I I Art' IA'' .1 1 - �I OR , ,444 GLASS M f p ✓ I IH IIwIO.N T7-f', a'A61 N l { _ (p q [x N ,• I CBBBBBBB O tl i 1 • . ` ; a' PAWL LENGih n ) I ttdam,' oRN T.d'I .; I . ,.,,A, -f:._- A e. 'ANEL LENGTH H d _ A "o" 7 1 Maa. n f _ ; _.., �• 11 � IA' yt• ry i- rAAOII�P r-Irt R 11 ` AX a- ,L 1. -.., ,----I-, - (SEE[ T" M. L LEWCTH e ,.... a I r SE SELETAI� N /.: 1 ,P+WCL ISNOM M ("` ON SNCEi 12 ` I PANEL lENG7N R {.' I �IE[T 12 1 -1 ! P [L LENGT1t OfIS p'... .. ( '' 1....... a. PAN EL �MLENOIhCee I tl , I - (SEC ELEVATION 1 M-SCPARATiON. t N t - I _� a 1 y ) (SE[ ELEVATION I : (SEE ELEVATION I M / I :-.:.,� ' - / i I(SEE ELEVII IF T , .. -I .. ,: •r/':T__.. 'I (SEE ELEVATION ... 4.. ._ _I II C• 1 (SEE EUEVATWN u j ON SHEET 12) a 10 frT.ASa. M - .._.._,.._.- , ION SHEET 12) X r 1 I o ,,: ) I .. U) _., f( e i R .... Y'_.. I---_. I�I t'MT. I ., -,OL- .-, i-, R..,-SEPARATWN ...- ; � � np, .... ..IA-- �- ..# :. II ".. ,.1;. ON SHC[T 12I n -' _. , :r '- V2 f+ 'i' I--SEPAATXPN .• 1 t Rn. I -{ 1,) : N TO GIAaa. r p N 1 1 I r Mn. #t( 1 N ":: I 1 }. 1 u m GLASs. 1 v2 A sEP GAWSS , 11 4) N I• Mln I I SEPARAIFON .. -4 i 1 Ii _ .. T;.:. - /W� -1 1- , 1 ''y I �' 0,15RFIG f, sl. } i 1 ' !' f .Ly F:- i ( _� r it1 OLA65. f 'V 6• L_ 1 L/2 I t0 GLASS, i �J a• I4.r')Iro cLAss. 1 '�, �I_._ pp �OSN.,... IT '. (D V CONCRETE OR VXISFING P POURED T.a .;. 'I }L`P roNC1+E'rE oR > :, .H - .T ELp .. d .. ,j(: T.: -' R., !j ;; '.' orr t�` EO _.. ...._. 1 0 �1 �. I ---j 1 N 1 l_,-._.� �71 CONCRETE BLOCK E 0 r CONCPBTE BLCCN I - L ., " 1 • o , _ r ,* .. 1 1 (( �- F �-F r . 63 RF.OUOEO- ,,, i # tAT,IC REQUIRED , t"/'Y' i WE''"I ' I , . ---"t i * I _.. � ,.y. � _ r.� - I ,iOc -MS ,ice � k..� _...... L _ _-.. t.. � t�01 i o TER' PC Q � t � � • a yr 0c i /7 • 4 eo ` lz� 11 I I a, _ I 1 • I _ ' 1 Naaftn 7" - �7.ro t _ , E0. . _ - .. t .._. a I pa1. _ a C t A'a iAPGON ;�_. I _ 1 a'P TMCON .rc 1 ,'r TAPCON 2'n' t ANFUp,o E0. I 1 I REQUIRED E) ..Ir_ ' I ANC-0 T O 9• O.C. RATE. ) r/R' o.A 2 F4 WOy y ! .Lora" WOOD._ PLATE ,t !/4'e PANELAAtE PLUS ,/1'P PANE4AAT[ 4- �. ,i'-NOR • 1' O.C. - I ANCHOR • P• CC. _ _.../ WOQtI ,- / • REOLRRED.P ;I REOIIIRfD r: 17 CuPLATE ANCHOR O 12 1/Y O,C- _.'J�Ls 77{{ I 4•• TAPCON ' SEAL ]/e-r- A s7AocERED W/ STUD I STAGGERED W/ STUD .„.i..... tiEOUalEO ! ". _ .J A/�1'HP�PAr/ELwiPLI15C +i _ 1/4•r pN1E1MATf Rus ANCINDR eeYor10 �' (. `. !. 11'ANCHOR O 0. O.C. ! - ANCHOR O t2 1/2. O./,a ,�R WPLATEWOOD t PLATE r�9 ,Y i'^�1YPO if FOR TERN[ rr ! EFADRIG FOR REDSKIN REOLhREO ■— vAM NOIrmmmkx � 11 iME '+CNFw M. o ECK SSTTANCEl1IAL4 �ii1�11111iu4 { _- . I,r ARE IN D ON EONFDINt ROUGE NIC R aPA DISTANCE NY r _ - ' i --.. C' .., .. "' , . .._ .�.,Cu NIC r"a1DI*Lva�"ar>v�•lal aIS plow #am S IAMINIZ I 14roeaaE. 1E ,�qpr,;y�, O REGl2laR PANELS R[ ine srAclaAICKIC 1NFOR I O ICITOR sow NOT BEram ALTERNATIVE R-SAW - lifa TVA MNRAM SNONI/ PICKARD FOA 04" ANCHOR THIS se"ID".p/11IN.01 >4 .E/ �1'�PwEatL owe NrAlall1Wt ** N ,/•• '/4' WALTN/LE 3/a-, A. T! scILE 3/a.,• L MOUNTINGS WALLSCALE 3/a-1" MOUNTINGS ..... EN (/r W 14iW111L AN01p111RCNfl OW ? 3 FLORIDA BUILDING CODE Non High Velocity Nu cone Zone ` S • '•.. FLORIDA BUILDING CODE (Non High WNoeRy Nurricone Zone),.44157 a FLORIDA BUILDING CODE Non High VelocityNu cone Zone M �;' •Np on !-- 9N) ) ) a T Came IATECO. PC. iH'. �, P20m 1K11'CO3 er rl_ : * : * •1070 TITLED. nC. Fl. MnANM aaH aFwaa w ad ) rn-- * * : * 24 .(SAGE GALVANIZED STEEL STORY PANEL, Pr a : , 44167 24 GAGE GALVANIZED STEEL STORM PANEL. 24 CAGE GALVANIZED STEEL STORY PANEL : s` i. INSTALLATION ARE ONLY VALID FOR A.SD. DESIGN 3 :*S Saw,a 1. INSTALLATION ARE ONLY YALIO FOR MAX, A.S.O. ,,q STATE OF .. N^ ICRPL R 16REER wow 4 STATE : - mn7/»m PRESSURE RATINGS (p,.l AND PANEL LENGTHS AS S * : * oF/n/mm k$"'•• _." T'-y-ra, s �'�•-�� (jEQN jSF �(,a" DESIGN PRESSURE RATINGS (p.s.l) AND PANEL s O I`lDR '`"'':a �• GLOBAL PROTECTION PRODUCTS. U.C. °1 a/Rabe f/Y •m - Q,0'^ �ORIDP • --L-+_- � -' =COGLOBAL PROTECTION PRODUCTS, LLC. oME: PER EI.iYATI0IV ON SNEE 12. STATE - ....,-...-- IL ECOINE. LENGTHS As PER ELEVATION ON SHEET 12. �+,G . ._ IL ECOINE %,,.,..'{L I .Sop Yw. at emta 2. FOR NEW WOOD FRAME CONSTRUCTION; W000 pg Am `w A aTRR1 """'— i� Aepa s... st 11"w ,/7• oa1 '.. -... 4O` TL 'V'L6�Etr' N• ,r R. r M n m.s 6MR. rL 3331, "O'' . FCDRLODv�,. •%•"� Uri w f: as oaNP,a n w,N IwrS. :L a371a 7. FOR NEW 'A)OOD FRAME CON3TRUCTION-. WOOD Ay SiC(tl AL ([• f .r•Y.Ara,t> MN. I ,n.ii DLHE n, 333ta Z .._... o" tap ANAL / A..r.01Y, a,_,LEF PPi1PPa•-.W, w.otc lla Mt-r.-A. rAV t.).m.. >aT 20-175 MEMBERS TO BE SOVTHERN PINE No 2, W/ SPECIFIC .N` 4`7 N,-�"WN mI-,y, ,., w ss, ,." F"CAM IM4MaP-low rM:!%.)No •mT 20-175 MEMBERS 70 BE SOUTHERN PINE No 2, W/ SPECIFIC ANxuuuuOLA / A.•. Rill-`tl: «., -m, Po1oMu fIe4MM1-7eRA r l: cNIMMN •A)rT 20-175 _„ -- 3 r Y ._._ ...... .. N,ui P .t rrw, a etwo r. DENSELY OF 0.55 0R EQUAL S•�" I� .,r rrr.r wr rrer .Na 4n- .M avow NA DENSITY OF 0.55 OR EOUAL ,_ ..w ww . r r w... rN oMAwO Nr G-CepI71a c"ow QL-0001716 l - PE. SFALAIGNOU IAl" CCCTo1 A TtLN, ,• PE tplm ,A a• TEN FINE rc MITER A to" M, P,E to n-w �� ,a ,. ,. .E aM'l/WONRN,R/BMf soclu A 14t1T w. PL - •I J _-,__._ _ _ _ _ _ a SHEET N0. SH 1.4, 4 N EZ1/19, EZiWIa A,C M _. ._ ..... ... __ (SEE SECTION Ez1 a ALTOMTNE EZ1W ON SHEET 18) - .. ... ' - ] Map - I FA �Y /�- 1' IAn // (SEE NOTE 2) ' \'�-)(TFSOIE x) ONO ! S.M.. V.__. .._ _ '-_-�--- I J2. _.__n._..__.__._....__-y._.__ - �.._�._ �„ - --• _ 3/1e'• AlUMINIJ4 - - .-- �' POP RIVET * LAST PANE! (� TO BF INSTALLED A/ EACH OPtWINC" $1A1.1 ALWAYS BE 1/Y O O O O O O 0 O O I O -'" TI - - -'f - ( PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED TO 8E INSTALJD FROM INSIDE OF STRUCTURE i{ f i I (((I 1 �R � -.j--7- -^ O"rrO'L (1) DEFFINd?Td t• S)E_Skt9L5..2�i. P, 1E-2 MANG TSTORM PANEL 5VSTEM I (LINO PANE L) i ONTERtOR PANEL) (INIFRI'UN PANEL) i I (INTERIOR PANEL) 1 ) ( MAX CON..1- NC Of VANE, I Colt TRACKS. OP a BOTTOM I (END PANG 1 i SEEI NOTES 2, 3, + SF:E NOT[ YI 3, 4 e, O, (?) CNO PANELS SHALL WA))IS5 BE CONNECTED TO BOTTOM (RACK I 1 {fti I I 1 A-4 p'r1µ. vE'RWISE A STOP BAP (T S}UILL BE 11RIYAOI.TJ AT TOP Or SUCH I( .. � +1 PM,EI UNOR4 * i -: 1 r xx ' 4 IP a ,,- 40.n D. I r i (3). IF fNU PANFIS ARE CONNECTED TO BOTTOM TRACK, CONFECTION ! -•� ! }I I i i i I i iv I. T I i- i !.. y' SHALI. CONVS' OF 1/4"a 204/4' M.S. W/ 1/B`ap3/32<W.NC I •� � I i I NSiITF.O PANCLS W/ t/H -}Oxt' NUT OR 1/4'6l3/4' Mr, THUMBSCREW INTO TAPPED BOTTOM 1 1 I i 1 I i I S.S D PA W7�) OVE.1 TRACK LOCATION OF FASTENERS MAY BE AT EITHER CIF TWO i I I I T F SECTIONS A5 AI'M+LKABLE'.1 EXTERIOR FLA FIANCES O END PANEL. kk I Or K' (+)- IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM _. ,.. C. ) ( t ,_.t. MAX TRACK (i, 4. A STOP BAR IG ONLY USED AT TOP) AT LEAS* TWO q (_L I i IL I I J{ PANE SHALt BE CONNECTI'D TO UOnOM tRACK :1SING SPECS �• T f_.� I - L t`t� 1 I T F r INDICATED ON NOTE (31 ABOVE. MV SUCH GaSE. CONNECTION OF --T JJ_LLJJ LLJJILLJJ_L�JJJLLJ ,:.CL1J111 JJ LL.JJI L' LJ I LL 1 J.1� ! i PANELS TU BOTTOM TRACK MAY OCC!IR AT ANY PANEL LOCATION 9 _. }' M!n }" Mar •_. _ _ •/ , SCE V urn t INSTALLATIONS ONLY VALID FOR WIND 1UIE NOTE 1 3 •_1 - 6PF.EU UP 7C 170 m,pIT, MRCNDRI. - SE.^.11gN (21 A Al ie'NHAtNL F71W ON 5IIE71 1tl) EZ1/1a, EZIW/1a TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORi,PANEL SYSTEM (� ) SCALE'. .5/32-- 1" MO.. GAP .? 2.6011114' - . .1 MAU 10111,111 AX/4.� M. CAP . � SECTION A -A Y,n„L,LnlNlrilr"w,, FLORIDA BUILDING CODE Non High Velocity HMlricone Zone �.` aP47a TartW. .K. f,P. .. 24 GAO[ GALVANIZED STEEL STORM PANEL •: x .44167 * : ,A. ,• ^ * Cam, ..•X.r,.�a m/Yr/2p70 •-. _...:" STATE I I L 1 E C O F Na GLOBAL PROTECTION PRODUCTS. LLC. wn ' Ai �'' .• a- YN Ar UlXI4 .rlIllWi n aA i11Y1L IL }]Ill i,IF rNw IAri• r .Jrr m-,a, want (leis•7 I, rpR'!.a•set-o'»7 20-t75 �y ,, G•-rgdTla � 'Ar RIPf'rottt I,XIIIII/ell W RM A' tXllr N �!� WQT II p t9 E-NGINFFRINI3 ENGINEERING EXPRE®S® PRODUCT EVALUATION REPORT September 15. 2020 Appi catton Number: 17MV, I - R2 EX Project Number. 20.31543 Product Manufacturer All America! Shutters and Glass Manufacturer Address'. 1540 Donna Road Nest Palen Beach. FL 33409 Product Nama a Description'. 24ga Galvanized Steal Storm Panels Large Missile Impact Resistant Scope of Ebaluatlon: This Product Evaluation Repot is Wing issued in accordance with the requirements of the Florida Department of Business and Professional Regufation (FlurWa Bulk) ng Commasslon) Rule Chapter 1G2D3.005 .A.C. for t a e r i e product noted above has been !f . f ate ewMe caeptanc Pa Method (d) The tested and/or walU*Gd as summerized herein to show compliance with the Florlds Building Code Seventh Edition (2020) and is, for the Purpose Intended, at least Equivalent to thatrequited by the Code Re-evaluation of "" product shelf be required following pertinent Florida Building Code mod leahons or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS EX drawing M31543 Ned "24gs GaNamZsd Steel Storm Panels (HVHZ 6 Non-hWZ)', Shoals 1.5, propafed by Engineering Express, signed IL sealed by Frank Bennado, P.E. Is an Integral part of this Evaluation Report. . TEST REPORTS Uniform static sbuduret performance has Wan tested In accordance with TAS 202 test Standards psi test retpold(s) OBT-ASG-17.001 by Blackwater Testing. Inc Large mlestle Impact resistance and cyclic loading performance him been lestod In accordance with TAB 201 and TAB 203 fast standards per test report(t) MBT•ASG.17-001 by Sloekwalai Testing. Inc. . STRUCTURAL ENGINEERING CALCULATION8 Structural engineering calculations have been prepared which evaluate the product based on comparative andior rational analyars to qualify the following desiwi cMene. 1. Maximum Allowable l5paTx 2 MklMwm Akowablo Spans 3. Minimum GIs" Separation 4. Anchor Spacing 160 SW 121" AvENUe Svrir 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396.9999 TEAM4t EMGINff RTNGEXPRE55.COM f. Act N Fe RIN4 EXE ATPSIt CON ENC,tNE_ERING Page 2 of'.2 All American Shuttvrs and Glass - 24ga Galvanized Sleet Storm Pant"Is No 33% increase In allowable stress has been used in the design of this product. Separation from gla2ing is not required Tor Installations outside of Wind Zone 4 and essential facilities impact Resistance: Large Impact Resistance has been demonstrated as evidenced In previously bled test report(s), and is accounted for in the enginsenng design Of this product. Wind Load Resistance The product has been designed to resist Wind Weds as indicated in the span schedules) on tW respeche Product Evaluation Document (Is, onginewing drawing). installation This product shag be Instal ed in strict compliance with its respective Product Evaluation Document 0 a anglnesnng drawing), along with all components noted therein, r of material specified In t product's respective Product Valuation Product components shall W the Trot ri pnc That prodE Document (La Imglneering drawing). UmltaVons 8 Cona lone of Use: Use of this product shelf be in strict accordence with the respective Product Evelushon Document (C.e engineering drawing) as noted herein: All supporting host structures shall be designed to insist all superimposed bads and shall be of a materiel kstod In INS product's rospocgve anchor schedule. Host structure Conditions which are not accounted for In if" product's respective anchor schedule shall be designed for on a sit"pecaic basis by a registered professional engineer. All components which era peTmonenBy, Insisted shall be protected against corrosion. contaminationand other such damage at oil times. This product has been designed for use within and outside the High Vol" Hurricane Zone (HVHZ), R2tspatlLl Ip. Frank Bennardo, PE ENGINEERING EXPRESS10 NPE0046544 i Can Audi 9885 160 SW 12"' AVENUE SUITE 106, OFERAIFLD BEACH, FLCHII 33442 (9S4) 354.0660 1(866) 396.9999 T EAMOENGINEERINGEXPRESa.CON ENGINEEAINGEXPRESS.COM :?Fxinn^�te,Cv-Rwii11 v v. 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Pit .h+' I•IA-In1 +F-'n K'iNn xY lr"r '^ f I' t Atil J^ IT $ NF . <., ,t've I . tyyX .v_.rJIY t HUJ, ¢ ^r»,li.:.�"N+u p j*�6p, �IL• yr:L'�•,nry, rC--,N v 1r nN .ncltt � h{N �( V W:.nu ""1� tea' 31 •.A [Lftq; -d vCt,'N 3 rrorc_ •AN-na• ^ NFL YAINrrnrM ;N'. ti D+0 mk•1r1 nv' n:rs Ivw.I•AV YrWv �. F. rr. Ix>t.Y,.!•+ b % 1,,1,' •1rt•I '� Li INr•r..mfm M,..•.,. "rsrE'.Ef x •:yra IT Q F , 411 �`Mf Pr -c J N ih.:•R.M I-W IXN•4NIYJ 11. rY-1'�.n Ind MYNn ' ° t Il:n Ml N.41tR. , rY, t Il JFy _ ii - pI a I171 i I :I ai+ly? i$� YA:•�" I'. 211Hi<-,Pe1+rn:': IIL4^^ K C 1 f`,hF I,IF l ! + y2. IfIN 4n 11. A tl vu Ls v ra A:C:XJS T :u: Qp H uA.IVJ N Sne -i 1 /' F ro+ N C'TYUr n I1 $ rill L':FECLLE , s F a:1 <• -rorr-uerr,rt - CAM,; Iy 11 K Tit"tfnNEl ' ra^•r,^In'1 FS. MW�°„�. Pfn.; 'AX .. lax fIW n••• P I C C Ir:'7A'v: KI- n^•-u,N.:J vAY: T i to AA:. i u,1M:L.: *.41.Y . r ..7KA• • ♦ ,F,. •anPW 20-31543 },42, ;r rr,1 r naxY 0+1-.•. 1;' ti fx'Iv rate t • r. •Tr:r TTT 4" A r .. 1. 4OPtI0NALJ41VePTTOM GLVRUAIOIYAa. ,rt K l+M'Nil IIUJJY.• 7J 11 +�11y rq' P•J ."' f[' i h'IVJ••Vll I1Y 4. Ay, C1 Ir, '"Y•. �' 7 M.�Nr-F ° llvlL it lx'L,�.M it :II INIUrInnN MIXININI'nnM i.-Y11 ✓1/ j '�'1•'•Y� ,�'1' lgh R/1f1AHJ MIXIXI vt.11UN J ' 71 INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL �1 INTQ_POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES [EXX PouneD CONC�RETi OR 1' 1, 4'0 TAPCON CONCRETE' S DCK -..'•. s _ ANCHOR a 12' O,C. RESUMED ; I't ' - 'll 14wt" M!% /dA0 TEK R000 t•" _. '^"' 1+t1` WFIt NGO TICK tJ4'. IAPCON j _._._.._ . ANCHOR • T2' O.C. SCREW • 4 FROM RE(RAFtm b 4' FROM EDGE OF ) ''I �� f7 77 EDGE OF 1� 2 i , YIn ill t^ I ... I I/••.-Ap•1• L� 1 V is.n r 4 I Ae rill wAA e { AT '7. ''. 16 •MNLL e I II Y e P• A 1 I '/ O GLASS !/ta"e -- TO C ASS. I �i. tUMK1UM POP GLA55 �1r TTOW F ALUMINUM POP Ass � x 1 - RNC't q I j!) MYET 'y LL w F- 1 s,s sari r R - I NIAx IHY-ear a__-_ I NAK .. .- aDI -. I PANEL LENGTH REA900.3w 'i PANEL LENO7H e au " I u I YI_SEPARATION � �y :' N MITI ; 1/4•a-20.2• NTO GLASS. 1 " N�o�� -n�" Of "'^A Ile r5;a L I i" /• jr + z 1. .. % _. T,' TAPCON ANCHOR 12 ✓'r a ,1' oc. t/4"0 TAPCDN { • £%ISTRIG PUt7RE0 y'"1• W� AN a 12` O.0 - CONCRETE OR f, _ '"-PLATE ,;, . •. CONCRETE stock ,. _. _ ... REQUIRED RE(Aimra SCALE 3/8-1- SCALE 3/8-1- Tit 4,74�'„••'VOEN '<,� FLOW BUILDING CODE Non High Velocity Hurricane Zone) )',$: *MIN. PANEL LENGTH .ten nt11L0. W. r.t. s :• G• 24 SAGE GALVANIZED STEEL STORM PANEL SHALL. BE 2'-B` x . * - oAN•H 8+. ARE ONLY VALID FOR MAX. AS.D. DESIGN # 1. INSTALLATION PRESSURE RATING. 4/- 40.0 p.9./. AND 8'-0" rAgx m *' - s-, STATE o-= TL EI C O GLOBAL PROTECTION PRODUCTS, TLC, 07/�/,L}0io �r PANEL LENGTH. y INq 'r,�O,r: fIOFt�n Mov ew, f, 6twm 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD -!E."rzi2 ? Mo a E F r '• +I`1 _ X SXw r. r ie twos, wAxa n u,r wwE. N a17t4 'W/ 20••175 MEMBERS TO BE SOUTHERN NNE Al. 2, SPECIFIC %y .S lA �� nr:: RXM,-snip tin nr••M� Anor,a Lowlier-7e.e, rw (w8.'MNa'-tsar DENSITY OF 0,55 OR EQUAL. IIlO �""" � ....�. •e.XM. •n oAalwJ A. IIIIHPIa 7uAe/oAn ,•v.IEA A TI.L:1 w, F.L ']"'•I •A7. Axltl 11 PI le L24GALVANIZED AMERICAN SHUTTERS AND GLASS STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED (PERP. TO PANEL SAAN) TOP MOUNT (CONN TVP. TYPE AS REQ•D) SECRONS gPTIE4dA1 M WA BOTCH 60LT5 WCTH S SMED.0 WINGHUT6 FASTENED p OVERLA➢$ 9 NIDSPAN (USE - APPROPRIATE SPAN TABLE) gO PLAN VIEi ff / aDTT011J ML11NT (CONN TYPE REQ'D) \ i ) \`L ^ 9 " MAY BE AT T a BOTT(N'1 i TYPICAL VERTICAL MOUNT ELEVATION 1 N T S. ELEVATION TOP MOUNT (CONN TYRE (SPAN ABOVE AS REQ'D) YRUC-ITON) 0 V BOTTOM u, 6ONT 1CDNn Tr AS REQ'D) I LGCAOCA ( T S � TOP MOUPE ICONNT NT L t AS REQ'O) SOTMDM MOUNT (ODNNJ (5pA1y BELOW J TYPE q5 REQ'D) OBBTRUC71'ON) PANELS MAY BENOTCHED RAS SQUIRED, I AL 'WASMETCH OLTS PROVIDED THAT CONNECTIONS AND ANCH046 ALIVE USED WMiCH SATISFY WINGMJTS FASTENED $ CN SPANS A80VEa BELOW STRUCTION, OVI9hLAP5'g MIDSPAN (USE APPROPRIATP 5F+AN TABIP) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N•T,6• ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: AU 1 '4 PArRELS GAUGE MINIMUM STORM PqNL I( l 1f 1 ARAI IL N RUM GLAS 5 N li• 1 DILYN'Ia I V ..ION 1 S." n FAUYIINS I bCN Al I MAXIMUM A U F31G D N ALLD S INSIALI AIIpN. LE59 M51AI.tArK7NSGAEAitA i PRT6 IN uE � 1 t= SPAN 1 rnanl MAN 7O A9UVE CRAAF VA 'AgpVE(BRAG N i0 E (PSf ( ' •P9n I 1' 3n D m G06 m 7e6 In 1 • )5 7 I 4Q0 n OG IN _ 1.1G UI -!'en Iwnln Ntmin a.leln I M46 17DD rn 60G In 7141n � < W ! F i L..GDYn BD6M 1.161u </S5 } 1(156n 6tMm 13f RI i - _ •1 bD • i ,,_, K37m 99tn 6SW In 6 1, in 791I 7.7 V. /70 r T8A1 �3'row �.._-.._A13 1 --9H 4J 77 us In SPAN 5CHEUULt NU1t5: 1, ENT" SPAN SCNEDUlE5 WITH NEGATTVE DESIGN LOAD 6 PANEL FASTENER SPACING TO GET ERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN, SCHEDULE IS ACCOTASU.e FOR USE W1144 POSITIVE LOADS LESSTHAN OR EQUAL TO NEGA TIVE DESIGN LOADS. 2. PANEL FASTENERS' ARE STUDS USED IN COM- 7 C.MOUNTING EXTRUSIONS S f"F".TRUACX.sTUODe ANGt,arcs usE6 s' O.C. N, 04 FASTENER SPACING TABLE BUILD FOR "' -HEADER (INCLUDING BUILD OUT M.l 'H"- AND U 5 1 W Ol conomons 3. TINTERPOLATION BETWEEN S ACCEPTABLE. OTHE*W15f US! NEXT HIGHER IO4D. GLASS SEPARATION NOTES: 1, ENTER SPAN 5EFt' W POSITIVE DESIGN LOAD OETERHIE MINIMUM ALLOWABLE SFPAAARON FROM THE OPENING TO BE PROTECTED. 2. SCHEDULE 45 REQUIRED FOR USE WITH POSITIVE LOADS ONLY INTERPOLATION BETWEEN LOADS IS ACCEPr48LE, OTHeRWISE USE NOT HIGHER' LOAD I ME VHZ AND T I TIAL A. FOR INSTALLATIONS WTS CIE di H OU $ OE OF EBSEN FACILITIES IN ASTM WIND ZONES I THROUGH J. THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS REQUIRED CT10N LTV MAY VARY) Mon,MAXIMUM xaaoo r It ALLOWABLE ' T)ANW. DESIGN PRESSURES:aN, YI:IV. 3 L'•'1•-"2' wr, .. AS NOTED IN DESIGN DESIGN NOTES: SCHEDULES POSITIVE AND Ne"TNE DESIGN PRESSURR�E'Sg CAL.LULATED FOR.IUJSE WITH THIS SYSTEM StU1LL REE�DETERMINED SEPAPATE ENGINEERING IN OMAP&E WITHTHE '' W =t AS GOYSRRFFO0NG CODE WWI' DETE OF THIS IEl AI CORDANWITH afiCE 7 AND CHAPTER 160E9pOF THE FLO DA IBFUI ING I 1 RHALL BE LE6G THAN P RRESSVRETOTHEPOSCAPACITY ANY i I r, ffy�j I l.aai y VVZUESOLIISTEEGD HEREIN FOR ASSEMBLY AS SHOWN. GENERAL NOTES: TTpp[[gg SPECIFI AT W R a AN pp FAAa FICA IN UIR7IHQNT09E OF OUjtDIYO '' W !I W ,IN "CoRO.ANCE WRH THEN THEE FLODNE CODE $VENTN EOtTION (YO PUEE UNITSAN6011T970E OF THE NVNi, PE1 kS,aO/, 2o2.AND 20A 5T PAOTOCOIS. CONTRACTOR SfIAIA INVCSTiCL47E O O N ALLOWABLE 4TRE56 HAS BEEN USED IN THE ER OF RECORD POR THE WIOIECT it TH1Igg DESI4N ffi U(JSED SHALL BE RESPONSIBLE YPOR7ING TO THIS .� SURFACES DEARAR WHICH 1E PPAMTrRNG CbNTMCTtM, 0 H PALEa ,Na1N [tRtNO SHALL tR�EpOUIReO IN IDS. OEM.aCT1d34 OR.9PAN3 WNiM2F2E0 IIIE ALTERNATE aPAN CAL ULXF70NS AS BI MJ TH AND GOES NOT PROW Ot � ry a : KS;NI FOR HTE CON OJNJEFtX lk ltl Et1T PROM SI R tire TE 5P'EE 1I=eOOCUME /N FORR u5S tN�BT'ERED S ylaT RI UMeur EI ON MAXIMUM TESTED ,�el RERE=p9AEED %1 OR dR TER AITNI BLINLyae NOTEq .L E CADM71 M-PLATID DR OZ'5PE EF u7 "+^ fig Be AAD SHALL HE tPL y/1T ASSOCIATION, BELT TAAt T9, NVOR ALUM CODESSOC7ATION: Al. 6TATE, ANWoR LOCAL CODES, y .L HE 24GA STElL, h0 074" 1H .. TD "i A65]$aT UMLOUALiT'r RNG WITH A MINIMUM Fj a4a1 1ALF N{I, DNs eHALLBE6D63-TBALUMIN UM ALIOY. MIN Sna1YN MAT et INNFIELrI S NAY 6E.MOl/NT® VERTICALLY OR TED HEREIN SHALL it EN{�4ED TO 43E, Y, INSTALLALLCONCRETEANCNORit PER _11- ICATION, SYSTEM ERECTION CONSTRUCTION f'MMWFS BEYOND THAT :H ISCALLM FOR EY LOCAI, SI•ATE, A PEDeRAL COOES B FROM ATIONS OF THIS PLAN. EXCEPT AS B%►REEaIY PRONDED HEREIN, No ADDITIONAL 7F3CAn0NB OR AFFMMArtONe AAE INTENDER ALTEMT7D4SS,, ADOITlONa OR OTK M MAAKMG$TO THIS 00I M4rJT liar PCRM[TTeD A110 WVaLCDATC TN14 ClR77MCATYOIL PANELS SHALL CE ►EfINANENTLY LABELED_w(TM A M3N IMUM, OF (t) LABEL VISIT ECALC, Cnill'1S 0 V m F9R 9'-.'trJ: FI: [C81Y.7 C:3 Mal PaTMMlIOMLLMNe..ICTlwli �® J �I MINIMUM ALLOWABLE SPAN SCHEDULE �3•^*F�' <7dCiLiiF/tETiiErl7mETiEGN7dELiFsilE7i r,�7 fLiAdELi�7[;RF.�f�iC'AIEZiL?x7FiiFi9 ME�'�''"TL'�."_',C11FriiF7E is��E�11ESRiIRE''a)iz�lE�lirlR� ,I11t M r , A 'N�h, 1 nNN r 5' Yr .�.•W CMS>" JrL ,NS+< rl7F JM elf, VM eNEy :.L d f If6 ' N.I ! M..tO I.11 A&! APUvn k 4tcln,.aa1 7. N4 EeMA4B1'YI MUM 4LA4f IN•2NUtAflr wrrN pANn. IAMGh, le upf+ITA M1MN hM9 NL•XTw I!W A[SPf[r1Vt rKXMRNG Ctl1.IgN14*tDN stave. i SIDE C UxfS N 11•tR War NI. I tt%1 MDN <5 !N IAN. tr ar1U Y WI f Up l [,&n^R4 ! NI:,1 I4S r'3, FiV 1 4 V u5ru w17N W,rwell] MPLmrtNr I 7Nf . I wpAT . s sr +i' H GIO POt+ t 1i I. N f A I 11 s O N 4 T.61l nwl..n,tl a]Tx ... Mwtrclu . . c, Atli., •rm W4 anANru sa0rn wn'1 nnN r I A e .*rNT.m.lT aP4.s DL w 5. RNL SNM"M,NWIN W:ir„J• r 0. TtrM I. Ind1 WY "AMri +PAN M 1 V6INF fll'1F „4 " M lip C Mn 1 � S' CiFWINU I•!n PeIut x JfINr,:wr rnlNnxe caxw,iroa stN]wly IN rMLTL exA'wnas. I t d O a7;�1l.Ceiilllfl�yi�JlllJ:�i�'ili�iL�iL`i�3el�df'`l� lA rAUM INTCAIOx IHIMI"li W# rY gs AOV/IO(Nl W y 1' %-fVFI'F.L EID6wA,.N 7/ QMlA aJ 1 tHINt 1i.•!M• Ml: K' OIA nt,11T r PM Nl tI wnMlpE[ w'INON4i ix lultnk race a m.1 • fAacNlNe •a.+ew @ r ante w) if I.R, wlnaN.rr w r ` v r. l rr7Nnrrn nlinnM [ � k>,Pr•IUxNM,rIKfNS �II.(��'B''�. P anYtl, �� AmY'VrN MLWb1 C{ E I° ry IWNN •! A Q R 3 x, f Prv'tXl r 1 I- W Y rvinr W A rnir< t P 0 tNSUAE.vaL,raASAT inACTN+1 nwM1e •a �j 20-31E LASTING CAtA.AETe GP NAt1 hN +x:YLIJW ep O,"N 9P rALttf"tY4V IM ANC'rrUP YAxm ill W Ile✓ a'nat'1NG 1rwIY; r rM.l^ WANEt MIKTNT ,O _4Atfi1'. nANd!. O AL EGRESS PANEL DETAIL j'j M INTERIOR FASTENING t�•OW9S Uvwrptlluu1.1X5 k I 4 1-2 0f194" 1 1b50:T50, 0�'0 a?PauL 0 t29" Ov M,"Ni ; aWTI )•OC'yTYW 04M" Y" -03 xe2250f 10' h930" 0Av E71 4 •+ TYP ^ .121" 11tX1" 1'J__ �e0R1>-oUT V' tam ,air- Oki` W- < $10 hI'3. MAX�A"'I ,-•71 „ D.376° 0.]1]"2 -1 I- O 1 ' "� J I 1 15L 507' I O.179 'el'-•j rL�gg 0.19 QQ,�55" 0.190"+E p- y,2 pp q� Q.495" f7,G95 U.350" 1:00)' 'Tr B y 12.500" PANEL COVERAGE g��- i ,�C C ' 14.a75`PANEL LE NOT 65 ^( LadI O'�150" Q•z90^ b.oSp' Ll + �(i W !ATYP T�t rOlt�NeGTWN .2gp I �u � O,WO` •(-•'"+�D.090" TYP7.1 2,000"„ '0. �' "Irvin 0�115` ,215 0.089" O StO" 00135 Q aIN:O-dJY Y' 1RaC� l J_ �I}--'�- Q 090"� ``00" y, 0,9s7" J 0 37e"ASS" 0 g wF 11+I N'lT 11- Hill- P p _ Lea d } olaxnx Q 0.12= S iUATe� 3' S 7yp Pa/alaFe `� } •n':•J ' d nVAa A "1" Mrs FA '/111Nr IFfiF1i0EDT � �. 3ERLA V4v Gta=V LOiLAm' r, 2! j; A. MRI O A DX IERCLOa1RE PTTAAL 25' MAX. a T I 7FJ•• 1 O.laB"J Inn :9vlrtne j`•26"MAN , ^ut MAX. ur J "'-''''4' TY Ir'tl tr'NRt H rTl rate LU BUILD -OUT x a'+' '4F'ei .r-inc kY• W d 1 ul DL5TANCE 1 Iarl ! l:f w In IllL 111p51N J ' { , .. V tt• 1•+AI N }• - tL li l J 111 'A R nLR ,moJ " rX lot N X'lna P.ABED p OtP#l'kkM OVERLAP KUJM vuw 3020 V A i iM 'K. r}, MA3r. rn MIIIIFUII pMINI r.......Nn 11n 1A1 ^S" MAh IEJu,T.S Mill a •.Tv=. ,.,, MIN !I1A ££ 1:500" LJ tr2 a .Nu r c uv< ! b i [ !F 4"MAX. - MIN 1 S•A •IefL„I I HOOD` 4WnN..M'M,q WILY >. 1st r. CTTAY.^•Inn✓" ^•^k nw.0 (1_}_'GR{iM CLownI DgTM1 BMBEO ^, aunt.: n�N1: ' `AI • ' r $ SYC t. `mil mpF•P c a ii•. # S (NMP'MONnCW6URFDEFML h-T•nHT..Vr KYIO HL ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANS FASTENERS ® 12.5" O.C. 2.3" ED6E DESTANCAI' +h "� v(' MAX aster ANCMOR Paeaesas TVPE P 0-e• UP N T co21a rrP! C7 C2 C3 C4 'DaMa T9Ie CI C2 C) U OOaa T'Pt CS C3 CA C4 3A" F Y2 aP aeLTl 1 DEY MT VlTAMO I. 41 ! Y. i R tl r:325 125 180 147' 99 t1.9' ]50 10.2 6.8 2 S" la0 Al A1' I R 5 160' 1. 1 a d 0 1 .9' d 16 0 .S 9 3.5 /2 ^ 1 0 b]' 6 d.a" lI5 12 a le ]DI' 18 a' 3" tie 3 izi ILL is B ILL A" A S 42,1' a4 3 I{0 e1 la 0 e S 4' 5. 36 0&I S + 1256O' a.1' A1' 1Y9 16061 Ill. I• 'Ind I t E Y H 73 DLr7plt Ut 1111 41 ) 48 q� 93 12 5 ]a a ]e.a le a' 1 S' 3 0 15 12,a" t2 9' tE 0 11 4 10. ]' -f-ir L6.0 1 199. 1L' 325 UIO 10. 11. 12 le0 3I9 e.S t]. T' leD 1LT 9�5 ur ]Ma 11,11. 1 1L9' 1 ff 11 a' 9.e 127' Igo It's'.a:a ib,D' iIt,ww a b' 12.5" lilt 1L:0" 9.5' 12,7' 1610, l,q' 0 FNM11W 32 ALLMr99o110 AET 47 4e 91 N'k1�1 72 12.5' Isis' Ica' 16.0' 11. 5" TAX" %J " 12.4'• r21" U1 D.- 14 a' 12.9 16.0Saa is a' 12:s HIM" 12.6" lo.e'• MI" 1 ACV' 10 lE5 its 36A"l5.6"]3.7'129' 18.a' 14.+ 12,N 1219' 14D"115"10.6' 125 16 O' SLa" 10.5' t2, l6D id 5. l8 0 12L7" 10.6" 'all^ 1 .9 18 a' ] 5' 7D, 12. ' IW"XI 4 H, VMN 73 WaNI IAp1 Np11 41 +a x d2 A 1 2:T' u.r 18A' ]6, Se.a• xaa' Igo, 1 .a' 4 12.1, us• Ig 0'' IS.O' 10.d' 12 a 1a o' 1sr' 1:.r + 0 1 0 to o 19.II" 3Le u.7•• 13.3'1 it5' IS 0" lit I2 P 12.5 ]6 13,0' 12.E18.a' s, ' 2.V own D[BTANCE m ,t Sy 3114't 1' SWTCNOCD 33 n NM, ul Mn,.uN a 49 s2 72 ^ I-q•,INInn 1a IfrWMI111 CAM 41 4 3 ^32 '^ 74 114"Y LOp'1M91nl 73 MI A,A TMCON 43 40 a x 72 8.2 e.2e' 6.Rv xx° 101,61 yap 121' ]O,T' 8:24" s 1' Y.L" lg0 {. fi] 0.1"1L 13.]" 0.25" 7.1" a2S" i' 211" 5" e:13" 64" IOA A. a.iY' 111 6 111 ILT. 7'• 11- air" fta,r- alb" 9. •' •• lea' 7:A• iJ" ii.e" 156" 6.0" Sa• a25' O7" a73" 03" 6.25" 0 .' 25, ll^4' e.3" f.0' tale" 10 {' 4 " 0.0' 6.2P 3" 93' 9 7' 0114e'11 4A" ID 7" 41" AO" SL5 Its- 5.1" 2.0^ e.23" lit•" L" 4q" II.25" !Q P" +]••. 1.0" 6. 5 • 4. +. 9• 9' 1LE' 7 6 z 0 A 1 4a 0 7 D g 10.1 rift'rNHHI 13 ALL towro Olio on 41 49 ,I .lt d2 «T.eglgr 12 12.e III all 141' It W., t .5" 44 11 9.T' T. •' 12 ]' 18, 0" 97. 1.0" 12,9" 10.a•It, T' Al" 12.5" 1a • 7 6.3" 12,9" 4 180" e" ,i"' SLS'0" S6.0.7" 76' 1L5' 160' 7.7'. 6.2• 12." 1.D` .7" 6 ,Y' it. ' 17. e' 16.a' &9" 1919' ]mill 72' 12.5' all 12 S' 16,0' 77" fie. 12,9 MI 0' T.1" 111.0' 7.] 6 " 1/•'vl 1lV•FM9F0 13 W 11 M I1 n MI Nix A ti 49 y EI T 71 12.5 to a' 61` 16.4. Ali" 6zS" 11 S' 4.1' 4.1' 6.25" ID 9' 40" 3:r" 1L' 5.2" 46 8dS" 7 ' 9 6 3.2' 6,25' 92 16 w.25 11.5. 4.4' A] 62§" i3 6I 92 AS" a.9" 6.21• IO.6'• 4..^ 1 9.2` 3" } 11" 1. 15 a ]]" 2 'Ills= 02 ].5" ]. ' $2 " 9 3 62 A5 ]]" 9d 15" 2..3" 27A^ RBGa 1,9aTANIEW j� Nall Lmtmu AMCM" PRO"mt r till illN 1t M ry CON TYPE 00aarwa L7 C2 a CA C1 CI CI C4 CONN TVPe ci CS a OI 377 • PANE 3. T 2 I , 'tits 1. M M 4 49 d•�' 52 7 3 1 2 S" 6 1 1 ,a 60 309" 2. 3 5 8 0 1 • 7. 60 S 12.5' 18.0" I .A' a.r' It 1 0 1a0 SA" 1 5' too 1 .0" -:1 A 12 Ea"14e°' CO" 128" lea 6. S 12..' 180 147' 6.0 MIT' 1 AF R7 60" 12 2 1 1 14. 16.0 a 4: M 1 T {e A2 D 21' 1 350 0 14 8.0" 4r' O e 32 S' 7T 3" ' 4.T' 3{A 1 {0' 1 e1^141elf' 4119 1 Marc-8.4 Ur 37 wODD SCAN 4 1 4e e 2 72 u s 16 0 l 1 3 to- s 3 9 1 1 3 7.0 7 s' ' 1 .8' a 2" lea o tali 35a 14,3 81 12. 160 97 56 12 T^ 160 0.7^ S.6" 12 5 L2 5 11 S LB 12.0 a o' lI. 14, 7 lR.a' 9.8' 70 32 T' 64 us• S 6" 12 5" 1 60 1 a D >k 0 9' S6 6 a.e" S.e R 6" 8:8` 12.9' ] i' 2 ]2.5' 190 ]a a 36 0" V;d• Re" 1/A" W l•SrY CMSCO 7 3 T P• Y 42 A URA PAe' 48 92 72 1 2.5' l2 S 13,5 L] 5 1.39 1 .0 Ill • 6 18•a iA 2" 160n SL4 11.01, 1015" 160" 9A" 12. 1 2 d" 1 0 6 16 0 11..' S &2" 12 .5' 72, 5' 169 10.2' e. " 9 Z" a . 13;5' 121r ILEV' 'SbA i6 0' 144" 9l 4:1' 91" 12. L2.6 129" 26,0 9.1 16.0- 9.1• 14.0' A1" SPX ur 111 i II Ulm 'NAK 41 A P YA W D x 00 w5 f11G 41 L2 1 1 7. " 4 . e• 1,9" 121' 111' J' iY 0,25 ^ 12.P 4.a" /1" L2 .5 ] .4' S9 B 5• 25 1 2.3' 4 ,0" 7 6.25' 11.7 4.r AD" 14.r 4.r` s 2 ' 12 Jr,.0 4.r' a n 17.9 4.r' 4,0 ANCHOR NOTES: ANCHOR T H APPLIES TO PRODUCTS CER FIEDHEREIN. H YP0. O AC EDULE ES ALL TI BUTONLY PROVIDES MAXIPIUM AL3AWA ILt ANCHOR SPAUNG. MAXIMUM ALLOWAOL 1 SPANS AND P111MORES INDICATED IN SPAN SCHEDULE SMALL APPLY. 2 ENTER ANCHOR SCHEDULE BASSOON PANEL FASTENER SPACING, THE E%CSTING STRUCTURE MATFRIAL, a MKHQ0.'TYPE. BEECi DWG LOAD THAN OR EQUAL NEGATIVE D @St6 N LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SH UTTER SPAN.SELECT CONNECTION TYPE RASED ON APPROPRIATE MOUNTING CONDITION tBEE MOUNTING DETAILS ON SHEET 2 FOR WINNFICATION OF W EOION TYPE Fat 1 3 "PANEL FABTEARE MOE USED IN OC N WITH ALMOUNTING (T-TRACK,STUDDED ANGLE,ETC) USE 6.25 "O,C PAN01. FAST!NER SPACING TABLE VALUES FOR ALL "U'•HE OIN UCLDO'TCONDITIONS)N' A At7BE I (TNCLU G A u 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURlRE,.' RECDMMENOATIDAB. S O CS SHALL f AB H rM: eLOC1A HQST SIRUCTU NO CON (TRAP OR HE UL DLACA. R 4. UM !?AI FOMENT 6HALL 8E A6 NOT601N ANCHOR BL4IE ULE: MPG e D ] M M TAN DISTANCE C DES g P MEW U EMNISHF .1 0 EDGE DT E% MAXALL FOAM. BRICK OTHERS E WM.I OTHER FINISHES WALL IN t59NALL BE LI TEO TO 1 4" MOR SHALL BE VERIFIED B OT P TO A FINISH MI ( V Y M RS pDE(IIAATELY TRANSRERLOApS TO HO6T STRUCTURE e. CO CRETE A Rb NOTED HIBTEiPo SHALL BE ENBEppW TO UN-CRACIt]D C'OIM.RETE ONLY 9. WHERE EX75TIIN STRUCTURE IS WOW FRAMWG, EXIS11 FIG CONDITION6 MAY VARY, FIELD VERIFY THAT FA 10 RS ARE INTOA ATE WOOD FRAMING MEMBERS N PLYWOOD. F eNWO V ST NOT hS E, I;EQII , TO PLYWOOD 15 ACCEPTABLE ONLY AR OW C E OF S` PIECES. D FRA tO. wHERf ANCHORS FASTEN TO NARROW FACE OF STUD flANIMG, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" X 4" (MIN4 WOOD STUD (i$" EDGE D)6TANCE IS ACCEPTABLE FOR WOOD FRAMING). WOODSTUD SHALL BE'aOUrHEAN p1 E• G-O.SS OR GREATER DENSITY, LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD, 11. REMOVABLE ANCHORS, ARE DEWALT PANELMATE,.ALL-POWTS SUX>-SET & BRA6S BUSHING L2.MACHINE SCREM5.BHALL HAVE lfMINIMUM E OAGLMENT OF THREADSIN TO THE BASE ANCHOR AND MAY HAVE EITHEP A PAN HEAD, TRIl56 HEAD CR WAFER HEAP ((SIDEWALK apl,T) U. N,O 13. MINIMVM Bv1BE[N4ENT AND EDGE DISTANCE EXCW DL�S Sfi'0 ORIyrNT WALL P]N[6HE3. 14. Or DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, IS 'DIRECT MOUNTING CONDITIONS. L6 LINEAR INTERPOU4110615 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES USTEG ON THTS SHEET. I"It.IwllptWArIJv(Atr,'Ip R4 V)Vi I w r c� LE yy t P ' a Il l !i 1 Op N Cn i a' WFNWJ ^ Vr =3 CIO L- CL 0_ U CU 0 L � rw■ Y I CIO W LU = Q Z Z Q /•fJ b.ls SHEET NO. SH 1,5.