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HomeMy WebLinkAbout6795-6823 Ripple Pond Lprn 0 o- 0 I M 0 J -d- LO C 0 I in orn I N i U) 0 2 0 I t2 0 J L0 0 L0 0 I 0 Cr Q 3 Q a 0 i Q E 0 v c y a� f� 0 UI .a V _ i z y I Y 0 0 0 a� LZ 0 rn Ln a 0 N N O LO a� 0 rn ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or R. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or KIWall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical OVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain WI or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Mr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 02-15-13 1.0 PLAN RELEASE 02-15-13 1.1 ROOF PITCH CHANGE 12-18-13 1.2 ELEVATION RE -DESIGNED 12-28-17 2.0 2017 FBC CODE UPDATE 12-04-19 2.1 REV. PER PASCO CITY COMM. 03-17-20 2.2 REV. SHEATHING NOTE DTL. 1/16 12-19-20 3.0 FBC 2020 CODE UPDATE 02-16-21 3.1 ENGINEERING QCR 1 1 'DD� ' '� � - IIIIIIIIII IIIIIIII - � -IIIIIIIIII IIIIIIIIII ! - ILI II1- r L ���n114, aII®Illlli illlllllll Illlllllli i 1111111111IIIIIIIIII'�1111111111 IIIIIIIIII; - i • • • 111 (1666) 4 - UNIT TOWNHOMES ImENN/�R� 1666-1787 TOWNHOM S (1787) INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET FOUNDATION PLAN 1 ST FLOOR DOWEL LAYOUT PLAN 2 3 4 2ND FLOOR DOWEL LAYOUT PLAN 5 6 1ST FLOOR PLAN 2ND FLOOR PLAN 1ST FLOOR LAYOUT PLAN 2ND FLOOR LAYOUT PLAN - -- -- -- ---- ----- BUILDING ELEVATIONS SIDE ELEVATIONS INTERIOR ELEVATIONS > -----ice - - f 7 8 --- - 9 9.1 10 11 ROOF PLAN ROOF PLAN 11.1 12 LOW ROOF & FRAMING PLAN 12.1 LOW ROOF & FRAMING PLAN ROOF FRAMING PLAN 13 13.1 ROOF FRAMING PLAN 14 1ST FLOOR ELECTRICAL PLAN 15 2ND FLOOR ELECTRICAL PLAN 15.1 ELECTRICAL SERVICE PLAN AREA SEPARATION DETAILS 16 L1 1ST FLOOR LINTEL PLAN L2 2ND FLOOR LINTEL PLAN__ - D1 FRAMING DETAILS - D2 WALL SECTIONS/ DETAILS SN STRUCTURAL NOTES SCHEDULES/ DETAILS SN1 S3M WALL SECTIONS/ DETAILS S4M S5 WALL SECTIONS/ DETAILS WALL SECTIONS/ DETAILS S6 WALL SECTIONS/ DETAILS- ST WALL SECTIONS/ DETAILS SS - WALL SECTIONS/ DETAILS - WP WATERPROOFING PA1.0-2 PRODUCT APPROVAL NUMBERS 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,EOR 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. G L_ N ',ISO M CV O- m X �., cti M ,.. -� N Y i c� C CU > _ t� C) W (Y_ (1) .Q —Ct� E c rn O O <. C= U ¢ � M >>a oW �tZoVO4 r ... k ♦fr C. �G a� 1 . r �O Dfl� �D 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. E Cb v 8 € NF-� fA can c Q C J LL W / w J LL LL a Z C2 0 W A T m J co -0 , LLZ 04 M Z Q ZN O L) U W ©0- ^+a z z a- - N V I t� Z � o B 0 w to = C� Q C*,? C'W M N Z o o E o oLL = oa Z e o 'o Srr Z O EC14 i °dz wag w� C (n C 0 OY 0FF LL Z N J a 0 g �i 13 W C W LL Z W NG ZI co c o r. cyi 2 1' m c� ~ L' M O^O co T O Q Cr fl m V Q ° CV LO H �o 0 C04 0) L0/ /\-� T_ T m 0 iri Z Z E £ c a U i ¢ p JOB NO • 22-05614-05611 SCALE : AS NOTED SHEET NO. 1 . ---I_. __— 1._ NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) FOUNDATION SCHEDULE GRAVITY MARK SIZE DEPTH REINFORCING CAP. [Ibs] F1.0 1'-0" x CONT. 1'-0" 2 #5 E.W. BOT. 3000 F2.0 2'-0" x 2'-0" 1'-O" 3 #5 E.W. BOT. 7200 F2.5 2'-6" x 2'-6" 1'-0" 3 #5 E.W. BOT. 11000 F3.0 3'-0" x T-O" 1'-0" 4 #5 E.W. BOT. 15600 F3.5 3'-6" x 3'-6" 1'-0" 4 #5 E.W. BOT. 21500 F4.0 4'-0" x 4'-0" 1'-0" 5 #5 E.W. BOT. 28000 F4.5 4'-6" x 4'-6" 1'4' 5 #5 E.W. BOT. 34500 F5.0 5'-0" x 5'-0" V-4" 6 #5 E.W. BOT. 42500 F6.0 6'-0" x 6'-0" 1'-4" 7 #5 E.W. BOT. 61500 FOUNDATION DEPTH NOTE: a INTERIOR PAD DEPTHS AS LISTED IN THE SCHEDULE ARE THE TOTAL DEPTH AND MEASURED FROM THE TOP OF THE SLAB. • EXTERIOR PAD DEPTHS AS LISTED IN THE SCHEDULE ARE TOTAL DEPTH WITH THE BOTTOM OF THE FOOTING TO MATCH THE BOTTOM OF THE CONTINUOUS MONOLITHIC POUR WHICH RUNS THROUGH IT. FOUNDATION LEGEND r r L________ I - INDICATES SINGLE -STORY WALL FOUNDATION - INDICATES TWO-STORY WALL FOUNDATION INDICATES CONCRETE PAD FOUNDATION W.W.M. PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. CONTROL JOINT DETAIL SCALE: 1 12'=1'-0' ------------- TYP. CORNER BAR PLAN DETAIL SCALE: 1 12'=1'-0' 5x5x3/8" A36 STEEL BASE PLATE 1 T O M 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN UJ 0- #5 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. 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 �G24 BOLLARD DETAIL ��j SCALE: 3/4" = 1'-0" Kawaw �n'_n" on'_n" ON-n" V-8" 6'-8" 13'-4" 3'-8" 15'-4" -0" '-0" 15'-4" T-8" 13'-4" 6'-8" VERIFY LOCATION OF A/C PAD PER 55 SITE COMP. D1 COMP. by tf VERIFY LOCATION F3.0 HVERIFY VERIFY LOCATION COMP. LOCATION OF A/C PAD PER COMP. SITE 55 D1 F2.5 4" PVC CHASE OF A/C PAD PER SITE S3M OF A/C PAD PER S3M SITE 4" PVC CHASE F2.5 i F2.5 I F2.5 I I I I j l 55 1111 0 o II II 55 I I I I L � I I D1 1 1 io li li c° I I D1 ' S3M j 1 M M I I III I S3M I S3M I I I 41, S3M S3M �4, `�7 j j III 0'-0" I I III A S3M ( I ® w I II I I II ® I o J. W O C� I I I I ll ll PROVIDE 1 PROVIDE 1 I I �-4" -I ® ®® I J N II II T RECESS FOR SGD. RECESS FOR SGD, REFER TO MASON'S REFER TO MASON'S- SCOPE FOR WIDTH SCOPE FOR WIDTH _' I I I i II II 41 � L— N I PROVIDE 1 1/2" `� 1 1 1 II 11 T IN PROVIDE 1 1/2" I A S3M RECESS FOR SGD. REFER TO MASONS SCOPE FOR WIDTH 4" PVC I I CHASE I I I I I I I I pw01 1 1 Q, D1 SIN I I I a, C I II 4" PVC I I I CHASE I I I I I I I I I I IONK I A RECESS FOR SGD. S3M REFER TO MASON S SCOPE FOR WIDTH I G I � rr 1 I I 55 D1 ( I I ----------- I j i-----------�I� I 1 1 - --6d- - - - - -- - C ] Pw01 I D1 I ----------- I I --------- I �� -- II II ( 1 1 PW01 55 I D1 - - - - - 11 fir" II 11 II D1 I� 11 11 11 I 5'-10" 1 1 14'-2" 14'-2" 1 1 5'-10" I I 16'-11" 16'-14„ I 16'-pz,� I I 3'-1p4" I 1 T-104" I I 16'-p „ ----_ --- — I 11 11 I -GJ- I II I II - - I _--------- — — — — — — — — — — it I ill I I I I 1 F..:—1I I o o 1 _ I l o I o O I SIN21" I ( INK 8-7 ( lTl I I I GG 6It. 12' 87I 5r�1, EO S3M 11 1 IT l l S3M - - -- - - - -�-- - !_1I I I I I I 7-10" 1 i 10'-1" 10'-1" I I I I I I 0 7'-10" 2'-1 I _J PROVIDE 1 5/8"x9" RECESS FOR DOO I I ( I �? ll I III I I I I PROVIDE 1 5/8"x9 R RECESS FOR DOOR! I I GG _ _ _ _ T j _ _ _ _ GG I I I r, V S3M ( I J I III III S3M -- p„ r S3M SLOPE I V I I . I I I I I - '' � 11 ll-j 1 1 11� ` I I O I I „ I I 83M `1 I SLOPE ELEV ELEV AN BEE NO MORE THAN F F L J PED I I IFItl I I ED L J APPROX. 1-1/2BE LO ELEV."ELEV CAN BE NO"MORE HAN 1-112" ELOW TOP OF EGRESS F3.0 K I K I PROVIDE 1 5/8"x9" PROVIDE 1 5/8"x9" I I I S K 1- 1/2" BELOW TOP OF E RESS DOOATHRESHOLD. FIELD N I I I I RECESS FOR DOOR. RECESS FOR DOOR. I I op I I I N DOOR THRESHOLD. IFIELD L VERI S3M N III III N S3M c� . +_ RIFY 2'4 J -- ZD N -- ( iD 1 '- K N 7-6" 7'-6" N K I 55 K D1 S3M 7'-2" S3M 4" I 9-114 2 -62„ 2,_ ,� I , •� 4" 2,_61, IJ' 2r_64r S3M 9' K 55 S3M D1 7,_2„ 10 I FM24 FM24 UT FM24 FM24 I ED I I I o PE SINK N 55 ELEV. APPROX.1 1/2" ELEV. APPROX.1-1/2" 55 pW01 I N I SINK BELOW F.F. BELOW F.F. D1 - D1 IM. W/CUT T ELEV. CAN BE NO MORE ELEV. CAN BE NO MORE AN1-1/2"BELOWTOPOF THAN TOP D1 F SIM. W/ Cl - N W/C a o I N LK AT BAS EG ESS DOOR THRESHOLD.REGRESS DOOR THRESH D. LK AT BASE �, W/C O ' FIELD VERIFYFIELD VERIFY I�� a - O N PW01 N cni — — in — 01 — —Gd — — 1-—Gd N D1 N — — — — - D1 55 I I oo T O a r/ a I I 55 D1 a wn D1 SIM. W/ CUT I OJ OJ I SIM. W/ CUT BLK AT BASE BLK AT BASE J 1 I J _7 I S3M S3M q 7,1 S3M S3M I 7 — — — — — L SYMMETRICA L S3M � S3M T-O" 8'-0" 2'-8" 2'-8" 8'-0" 10 0 2'-8" 10 2'-8" 8'-0.1 2'-8" 2'-8" 8'-0" 0 T-0" op 13'-8" 13'41 13'4" 13'-8" 0. 6'4" 6'-8" 6'-8" 6'4" 1'-81, 20'-0" 20'-0" 20'-0" 20'-0" 1'-8" (1787) (1666) (1787) L S3M q. to FOUNDATION PLAN SCALE: 1 /4" = V-0" co —C ;ISO o ,_C)N 5:_ La f- (NJ -C CM as t) CU v N �3 U. C a cc f) U > - ca ,^16 g — C co >>� �W 04 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. I9) W �E H o 1h 8 o v ., 6 c O W W c.Ni v ra_ Q C J LL W l>_ LL LL 2- Z c °' n 0 7 � CN W rcn�Or?°' m w Z CLOD N Z ¢ tJ N ,n r VZ O U L) co00 W 0 z C" 0 z o v J — a z C1 QJ _� �4_j W f�S LL, W U O — � LU 0 VI c Y U ' L1, z Q Y 0 soyN O w o z U_ E �o sLL z® tE O r0 U O V grr z N � N L a` �� wg 6 wZ w� N C 0 m f O o� �N 3 0 cE3 Wa o N w -5 iz a� V z� c�i3 o T I � A m M L t0 O 00 T O � Y O ^ U) LID m Q v �a CINJ o0 c N M Q j T �t 1 E LO O Z Z o rn W m M a E U � Q p c JOB NO: 22-05614-05611 SCALE: AS NOTED SHEET NO. 2 (1787) (1666) (1666) (1787) FILLED CELL LEGEND . CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM D FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) 1ST FLOOR DOWEL LAYOUT PLAN SCALE: 1 /4" = 11-0" C%j s :. U N N >( 213 L a cam+ f� G� 5L L_ 4 0 co N • a C �� C6 ;A O O s O 0 >ca °w �ay ,s ... O�`V C To the best of the Engineers knowledge, information and belief, the stnhctural 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 EQ N� Co u4i r m 01 M N N v �2$Z r` Q LL LL 5 LL a a Y Z r Q Z d LLW °>°' m w u) �Z J N OU .t W C7 2 Z N Z Z 1� n_ Z � H LL T4—J N V io 0 W N C m 8 wS m U z 0 cD see c M co = g W Z E¢g� Z0 O XV a 7O o O Z 4? i o Z co 0) J og O z� Q W tip a°0 i W tZ a m w O �LL �zy <2 2O O ,,�� 5 L o r o3 C c T > Ce) T .J... W' co m 0 co C 00 T 0 45 T 1 CID C.0 � 0m O^ 0 cis Q � 1714 N Ln F-- � p p C 0) LO M r .- coo ' to CD o co E V m Y v W c c a 0 Q J JOB NO: 22-05614-05611 SCALE : AS NOTED SHEET NO. 3 0 v N LZ N O rn L0 0 O a N 0 S Q 0 (1787) SYMMETRICAL FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) 2ND FLOOR DOWEL LAYOUT PLAN SCALE: 1 /4" = 1'-0" -0 0) -C O n' C: 1 L CL LO U� C o N .'_ 3 'a)r 7 6Lr n/ C M ;n 0 0 a. : C U O LU p . /z'it aof ny► To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Fkxida Building Code - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. v) F o E CON d) V 4) ccC 0 ro W intir;� di M 0 LL Q C LL J W J LL LL ' D Z m C °f a 0 O N W � m3 (_D Tr- C�jO� m w IL Z N c) Z OU 0 W pC3 . 0 m" V a z N z z O v J - N ch N 'Z'nn V C1 � -J V O LL N Q a V 101^ LU $ � N wasLL L v U MIEN < 0 s�o C �W M zo i O- E E U �QQ1 o a Zo83 E N 9 � C/3 CY z �0 O ZLL 1z Z z wLL �w W i y _J O O z a �Zy f WO IIIII� zla o 3 C o T >M ro '--` M co 00 � T = 0 Q s T_ f� � qqT Co VJ C:) T N I--- CN LO O O m ' LO CD 0 Z Z y E It d C a 0 � Q ca C, JOB NO: 22-05614-05611 SCALE : AS NOTED SHEET NO. 4 3 0 V) 0 0 d t2 0 J -d- co 0 I L0 C O I N in .g 0 J C 0 L0 0 N i rN 0 r 3 0 a E N E: O S 0 0 J ti 0 2 G V V 'o a U a G I Y 0 v 0 LZ 0 rn 0 0 N 0 c Q m W 9 Cn 80'-0" INSULATION REQUIREMENTS WALL LEGEND 29-0" 20'-0" " 20'-020'-0" LOCATION R-VALUE / TYPE 8'-8" TOP OF MASONRY WALL EXT CONC WALL R-4.1 HIGH PERM (GARAGE) 6'-8" 13'-4" 70 3'-8" 15'-4" -0" '-0" 164" 3'-8" 70 13'-4" 6-8" EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED 1'-4^ 5'-4" 3'-4" 10'-0" 10'-0" 3'-4" 5'-4" 1'-4" 4. EXT FRAME 2 x 6 R-19 KRAFT FACED 9'-4" TOP OF MASONRY WALL 10 SY ME RI AL __ _ R-30 BLOWN -IN TTYP. @ - O-COMP.- - - TYP. @ CONDITIONED CEILING I r 1 (INSTALL BAFFELS AT EAVE) --n EAR COMP. �'„ 'r' COMP. COMP. REA 55 Ir 18'-8" TOP OF MASONRY WALL L_ �� a 1I �� p1GARAGE SEPARATION R-11/R-13 KRAFT FACED II I 7/ II I II \\ � I I L II \\ / II OI \1 O �t UR FIRE RATED SEPARATION (2) 39"x5(2) 39"x59^ SH -2HO WALL 1 Y--------------------------- -- ------ ------ --------------------- - -9'-4" TOP OF MASONRY WALL T DOOR LOCATION DOOR LOCATION FOR OPTIONAL FOR OPTIONAL DOOR LOCATION WINDOW SCHEDULE T (LANAI) , W/ SHAFT LINER ABOVE TO DOOR LOCATION BOTTOM SIDE OF DECKING I I I I I I FOR OPTIONAL I FOR OPTIONAL I I I I SCREENED LANAI LANAI SCREENED LANAI q T.O.M.9' 4" o SCREENED LANAI LANAI SCREENED LANAI I I R.O. CMU R.O. FRAME -2HOUR FIRE RATED SEPARATION I I 9'-4" CLG. Y.O.M. 181-8" 9'-4" CLG. I I SIZE (Flange) (Fin) TYPE WALL I I LANAI CONCRETE CONCRETE LANAI 1 1-18'-8" TOP OF MASONRY WALL, W/ I I " 8'-2" 8'-2" 1 V-2" 9'-4" CLG. I I o 12 20 X 26 18 j X 25 j S.H. 9'-4 CLG. I 1 SHAFT LINER ABOVE TO BOTTOM = CONCRETE = o CONCRETE oQ I I 6080 S.G.D. O C 6 0 .G.D. I I ao r 13 20 X 381 18JX 374 S.H. SIDE OF DECKING 11 11 14 20 x 501 18 JX 50 S.H.- 2HOUR FIRE RATED SEPARATION 6'-0" " " 6'-0" I_..- 1I r I I 15 20X63 18jX62j S.H. WALL I I r - - - - - - _ _ _ 4-SH �;� 4-SH _ _ _ _ _ _ _ _ _, I 1-20'-0" TOP OF MASONRY WALL, W/ II LIVING I I LIVING II 1s 2ox72 18�x71� S.H. SHAFT LINER ABOVE TO BOTTOM I I O 9'-4"CLG. I REF REF 1 pW01 9'-4"CLG. O I I 1H2 27 1/4 X 26 26 X 25 S.H. SIDE OF DECKING II CARPET I 2668 2668 D1 CARPET II I 7'-34" B.F. O" B.9'-04" 9'-Oa" 3' OF 7'-34" I TYP. iH3 27 1/4 X 38 j 26 x 371 S.H. TYP. INTERIOR WALL w W = = 1 H4 27 X 50 26 x 50 S.H. N ?�� I z KITCHEN A DINING DINING Al KITCHEN z I to N BEARING WALL N I g 9'-4" CLG, A2 9'-4" CLG. 9'-4" CLG. 10 A2 9'-4" CLG. I to N 1 H5 27 j X 63 26 X 62 1/2 S.H. TILE 10 A3 TILE iv N TILE A3 10 TILE I 1 H6 27 J X 72 26 X 71 1/2 S.H. 10 °° °p 10 OPWO1 I I pO 22 37jX26 36 X251/2 S.H. DINING D1 SINK DW DW SINK I DINING = 1 r---� r---� I 23 374X38 36 X373/4 S.H. X9'-4" CLG. TYP. I I I I I 9' 4"CLG. TILES L_-_� O O I I I I O O �"---J TILE 24 37X50 36}X50 S.H. iv ______ L-_--� L-_--_J - x N --- -_---]------- 25 37JX63 36JX621/2 S.H. N 26 37jX72 36}X711/2 S.H. 3'�a. 5'-10" 10'-1q" 10'-ia" 5'-10" 3 44" DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 8'-84" -104' 2,_3" S-92" _ = 3'-92" 2' 3„ 4'-1 " 8'-84" 0 0 32 54 X 26 T 52JX254 S.H. 17R 17R N 33 54 X 38 52 } X 37 S.H. N N 00--------------- -UP-- I _ 34 PWOI = --UP-- L--------------- 00 54X50 52X50 S.H. r--- °� 35 54X63 52}X62} S.H. TYP. OPENING PRESSURES ENCLOSED-EXPOSURE"C" O +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 O +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET HO SEE SIN 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 O - 36 54 X 72 52 } X 71 j S.H. I Li LIVING LIVING 55 I SINK GG - S3M 9'-4" CLG. 9'-4" CLG. S3M - _ GG SINK I 55 39X59 40 X 59 N/A S.H. HEADER SCHEDULE CARPET CARPET = D1 S3M - - - - S3 S3 - - - - S3M D1 DOUBLE 39X59 79 X 59 N/A S.H. � 4068 o B MARK HEADER SIZE REMARKS a I KITCHEN 2 ° 4S.F -_--- _ r r = - - - - - - B.F. in = UB2 KITCHEN I i0 AREA TABULATION (1666) H1 (2)-2X6#2SYPW/1/2" _ 10 z FLITCH PLATE TILE CLG. 10 B03 0, - - - - - - - ^ _ _ _ 10 TILE 1ST FLOOR LIVING AREA 674 2 2X8 #2 SYP W/ 1/2" _ _ _ a, B3 9'-4" CLG. -' - _ _ _ 2ND FLOOR LIVING AREA 992 H2 ( ) c I - - I bo LIVING TOTAL 1666 FLITCH PLATE 50 ;0oo I REF - _ _ M -- -- -- x REF i � H3 (2) - 2X10 #2 SYP W/ 1/2" I ENTRY �------- - __ - - - - - ------� ENTRY GARAGE 264 FLITCH PLATE - - - - - - - - - - - - - - - - - - - 9'-4"CLG. Y - - - - - - - - - - _ 9'4' CLG. FRONT ENTRY 98 H4 (2) - 2X12 #2 SYP W/ 1/2' CONCRETE o w _ _ _ _ - - - w o CONCRETE LANAI 120 FLITCH PLATE in o _ _ - - rn TOTAL AREA 2148 I H1 H1 = _ = 3'_91' j" 1• 3" I AREA TABULATION (1787) H5 (2)-13/4"X111/4 LVL �" It OP 6'-44' 4'-11-1-' 2'_2�t" - - 3'-9t" _ - _ Z - - 2 22 4 11 a 6 -4a 2 4 � 2.0E Fb-2950 iv _ _ _ _ - _ _ - _ - - - iN 1ST FLOOR LIVING AREA 759 (2) -1 3/4" X 91/4" C I cQ �8 _ _ _ _ O I I 2ND FLOOR LIVING AREA 1028 H6 LVL 2.oE Fb=2950 _ r ---- TAM 18'8" FOYER I I C FOYER ��`� TOM 18'-s" _ _ _ = 1 J cn T.O.M 20'-0" I 1 1 rn LIVING TOTAL 1787 I I I I I ---- o0 3068 TILE CLG. `D I I I TAM 20' o• _ _ _ _ � Fo Q = I N FOYER FOYER N 6 I = Q _ _ _ = I I I I (O 9- E" CLG. 3068 I i �o O LVL 2.0E Fb 16" = I I w 17R I `�6," I coo o I I I 117R 3,-0"1'-0" 1 1 `v GARAGE 265 H7 " N 1'_O• M UP I I I o a l 8 9'-4" CLG. 9' 4 CLG. D� l a UP I I 3'-0" I I c,�ScQ N I " TILE TILE `° I �' ti�6� I I I I FRONT ENTRY 12 H8 (2) - 1 3/4" X 7 1/4 I LANAI 67 O LVL 2.0E Fb=2950 3 2 X 4 #2 SPF TOTAL AREA 2131 (3) 2 X 4 #2 SPF 1 ()Follow Q/S4. See Plan for I (2) - 2X4 #2 SYP W/ 1/2" I STUDS w/ (3) 16d fi-1a 2'-6" 7'-0" 7'-0" 2'-6" 6'-2" 3-8' STUDS w! (3) 16d RAG Bearing Wall Call Out When = 1 _ " w W.H. W.H. TOENAILS BASE I = FLITCH PLATE I 2668 TOENAILS @BASE W,F1, W.H. o? _ @ r 2668 I (n Straps are Required B.F. co BUILDER TO 0 0 ^ O O �'' B'F I * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED I PROVIDE BUILD R TO BUILDER To BUILDER T I ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND APPLIANCE T.0 .M.20'•0" PROV E PROVIDE p " REQUIRED STUDS PROTECTION T.O.M.18' 8" APPLI CE APPLIANCEAMII@; o WHEN REQUIRED PROTI CTION PROTECTION PROTECTI o General notes PER FBC WHEN REQUIRED con 00 WHEN REQJIRED WHEN REQUIRED 6 r r ° B6 PER Ft lC M M PER FBC PER FBC 10 1. R302.6 (Table 302.6) If water based ceiling texture material is used, 10 GARAGE c GARAGE _ Provide 1/2" gypsum board for 16" O.C. Framing, or 5/8" gypsum 00 9'-4" CLG. 9'-4" CLG. board for 24" o.C. Framing. Note Yz" sag -resistant gypsum board POWDER is CONCRETE GARAGE GARAGE CONCRETE POWDER „ , O9'-4" CLG. 9'-4" CLG. 9'-4" CLG. 9'-4" CLG. may be used I.L.O.Of 5/8 gypsum. 5/8 type X' gypsum board TILE CONCRETE 3'-2" X-2" 3'-2" 3'-2" CONCRETE TILE O must be installed on garage ceiling beneath habitable room(s). �a PWO1 PW01 �� T Q r 2. R302.5.2 Duct Penetration. Ducts in the garage and ducts D1 N N penetrating the walls or ceilings separating the TYP ENTRY ENTRY 7YP r dwelling from the garage shall be constructed of a minimum No. 26 1 H4-SH = 9'-4" CLG. 9'-4" CLG. _ = 1 H4-SH O APPLIED gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class APPLIED B r _ - _ _ _ _ -- o _ _ _ _ _ _ _ _ _ _ _ _ _ -- CO CONCRETE CONCRETE - - - - --------- °' r-------- ---- C r--------- -i STONE I I I I I rI I I STONE 0 or classl duct 4'4" 2'-0" 2-0 4-4 board, or other approved material and shall have no openings into I I I IilltI I I I the garage. I I I I I I I I I 1 I I I I I I 3. R302.5.1 Door from garage into house must be a minimum 1 3/8" I I I I I I I I solid wood door, solid or honeycomb steel door, or 20 minute fire I I I I I I 01 rated door. I I PWI I I I I TYP. @ K I I I D1 I I I K TYP. @ I 4. R302.7 Any accessible space under a stairway shall be protected I GARAGE I I I I I I GARAGE I with Y2' T.O.M. 18'-8" 9'-4" CLG JAMBS S4 I I I TYP. I I I S4 JAMBS board. gypsum L _ _ - I I I I ____4 '-8" CLG. T.O.M. 18'-8" T.O.M. 8'-8" = I I I I _ _ _ _ _ - _ _ - - - _ _ - _ _ _ _ _ I I f c T.O.M. 8'-8' 5. All doors and windows providing direct access from the home to the o - N _____ _________ ___-_ _____-_--------- -------------- ----- CV pool shall be equipped with an exit alarm complying with UL2017 _ _ _ _ _ _ G _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ that has a minimum sound pressure rating of 85 db a at 10 feet. The _ _ _ _ _ _ _ _ 8070 O.H. 1 8070 H. O SYM I RICAL O 8070 H. I 8070 O.H. exit alarm shall produce a continuous audible warning OI I O when the door or window are opened. 6. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not 3'-0" 8'-0" 2'-8" 2'-8" L 8'-0" 2'-8" 4„ 4" 2'-8" 8'-0" 1, 2'-8" 2'-8" 8'-0" X-O" acceptable. ar 6'-4" 13'-8" 13'4" 6'-4" 6'-4" 13'-4" 13'-8" 6'-4" 7. R302.6 The garage shall be separated from the residence and it's ,0-0„ 20-0„ , attic by not less than 1/2-inch(12.7mm) gypsum board applied to the 20-0" ZO-0rr 2garage side. Garage beneath rooms shall be separated from all 01 80'-011 habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also 1787l1666 1666 � 1 787� protected by not less than 1/2 inch (12.7mm) gypsum board or / ( ) ) ` equivalent. I FILLED CELL LEGEND 8. R612.2 Window sills In dwelling units, where the opening of an CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM operable window is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches (610 mm) 1st FLOOR PLAN ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) above the finished floor of the room in which the window is located. Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 4-inch-diameter (102 mm) sphere SCALE: X"=V_0" ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) cannot pass N l U fM�1 �- b 0 X N 1 u U_ CL >_ r,-D '- N L Q 0 �C) 3 E l� O C U ca o-a W rI .`ti 6 To the best of the Engineer's knowledge, information and belief, the structural plans and spedficabons contained within these drawings cwmply 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 W s� E Q N C"4) C J LL W JLLLL o0 _ Ia ; 9 G 0 W��OjOf m w z LL u4 MZ J N Z OU U) W OO 0 V a z cli M Z a N M i� _ f1;3 LL+ � A .O U �V) c Q m V)Cn �s��U E _ c Q C �0 s �J w W M Q =o >� a° zo Z U N � ' �o xU �a oa p V pa L <o a? N C 0 .E WO 122 o a Z QW o W 83 � cio 8 2z U a �t o � � Z � L) c o T > Cy rn m co Q Cl-0 H M W co O Cr O c.6 /ro O Co V) m Q 04 LO F- 04 CD p� ILL') M T T' E C Q z c E 'It B ai c a v U _j a 0 c JOB NO: 22-05614-05611 SCALE : AS NOTED SHEET NO. 5 E:i1116 20'-011 1. 201-011 1. 201 011 1- 201-011 16'-4" liw SYMM TRIO AL 16'-4" -8" TYP. 5'-0" 6� ti6 I CP 0 W.I.C. 8'-0" CLG. CARPET INSULATION REQUIREMENTS 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 BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25i S.H. 13 20 X 38 } 18 J X 371 S.H. 14 20 X 501 18 JX 50 S.H. 15 20X63 18JX62i S.H. 16 20X72 18}X71j S.H. 1 H2 27 114 X 26 26 X 25 S.H. 1H3 271/4X38 26x371 S.H. 1 H4 27 } X 50 1 26 x 50 S.H. 11­15 27JX63 26X621/2 S.H. 11­16 27JX72 26X711/2 S.H. 22 37 J X 26 36 } X 25 1/2 S.H. 23 37 1 X 38 36 j X 37 3/4 S.H. 24 37 1 X 50 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 38 j 52 J X 37 i S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 } X 62 j 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. AREA TABULATION (1666) 1ST FLOOR LIVING AREA 67 2ND FLOOR LIVING AREA 99 LIVING TOTAL 166 GARAGE FRONT ENTRY LANAI TOTAL AREA 2148 AREA TABULATION (1787) 1ST FLOOR LIVING AREA 759 2ND FLOOR LIVING AREA 1028 LIVING TOTAL 1787 GARAGE 265 FRONT ENTRY 12 LANAI 67 TOTAL AREA 2131 J T M MC 1 I'l ltrNL ()1787(1666)FILLED CELL LEGEND ■ CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM 2nd FLOOR PLAN SCALE: &=V-0" ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) WALL LEGEND 8'-8" TOP OF MASONRY WALL (GARAGE) 9'-4" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL -2HOUR FIRE RATED SEPARATION WALL -9'-4" TOP OF MASONRY WALL (LANAI) , W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION WALL -18'-8" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION WALL -20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING TYP. INTERIOR WALL BEARING WALL OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 Q),+26.6 / -33.5 GO SEE SN SHEET u 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 HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4- LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 <e>(2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS notes 1. R302.6 (Table 302.6) If water based ceiling texture material is used, Provide''/z" gypsum board for 16" O.C. Framing, or 5/8" gypsum board for 24" o.C. Framing. Note 1/2" sag -resistant gypsum board may be used I.L.O. Of 5/8" gypsum. 5/8" type "X" gypsum board must be installed on garage ceiling beneath habitable room(s). 2. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. 3. R302.5.1 Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycomb steel door, or 20 minute fire rated door. 4. R302.7 Any accessible space under a stairway shall be protected with Y2" gypsum board. 5. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. The exit alarm shall produce a continuous audible warning when the door or window are opened. 6. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. 7. R302.6 The garage shall be separated from the residence and its attic by not less than 1/2-inch(12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. 8. R612.2 Window sills In dwelling units, where the opening of an operable window is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches (610 mm) above the finished floor of the room in which the window is located. Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 4-inch-diameter (102 mm) sphere cannotpass o CrLm N cu U- 0 cv ca o ca L 0 <. O 0 0) 0 y Ly- %Q� Y� �fa�o.o � L - ow >>;L +- Q9,0 W/V. / PJJt \q• C. 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 Engineer's signature and seal. W F o E 8 Q0 v ' a0 93 N $ 0GoLo 0) 6 N O qp U. 6 - v Q C J LL W � JLLU- w a Z r S- a �4�_ WN�°,rn m w Z 00 L N Z Q N OU U W UU) z Z J a z Jc' LL +� N W � a 'V) (DU O W 8 N W � t zIY Q � � r• Q N CD o w M Ch w O Z 6 Q U_ O E zo so ��z >i zb® ❑a N U ~ (Q U so Z o � a� w� �S W0 � - � � y0 ma 10 yQ� ZCl)CYZ� J7 <'s0 20 U) N ga aU W � S ¢' N W �Q z (7 F = IIIIIIIIII' V co a o T B m c� H CU 00 T 0 Q T CID � O .2 � Q +_0 CV F- '' O O � N M Q M r T- LO 0 o Z M Z :3 H E 4 c C cc a E v 01 v ¢ o C JOB NO: 22-05614-05611 SCALE : AS NOTED SHEET NO. 6 WALL LEGEND 8'-8" TOP OF MASONRY WALL (GARAGE) 9'-4" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL -2HOUR FIRE RATED SEPARATION WALL -9'-4" TOP OF MASONRY WALL (LANAI) , W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION WALL 80,4„-18'-8" TOP OF MASONRY WALL, W/ 20'-0" 20' 0" 20' 0" 20' 0" SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION SYMME RICAL _ WALL I-20'-0" TOP OF MASONRY WALL, W/ II a n a SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING f a I ---"1 \ I --- LL---------------------- ---------------------- TYP. INTERIOR WALL LANAI LANAI i i BEARING WALL LANAI LANAI FILLED CELL LEGEND II II I 1 I CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM II II II II LIVING j j LIVING i i ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) II REF REF II ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) KITCHEN DINING DINING KITCHEN Z �I Cr 1� I I DINING SINK ow ow SINK DINING I L---� IL --------------- _ --------------- ___------------ f Z LIVING LIVING ----- ° ° I JSINK aI KITCHEN ------ - KITCHEN � I I REF I I ENTR L_ENTRY FOYER -=s= s=-- FOYER i l ---- FOYER FOYER i ---- 0 I I 1 W.H. W.H. °f' W.H. W.H. O r ^ O I GARAGE GARAGE o POWDER GARAGE GARAGE POWDER CF ENTRY ENTRY r------------------------------- r------------ I I I I I I I I I I I 1 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 1 I I I I I I I I I I 1 I I I I I I I I I I I I 1 I 1 I I I I ---1----------------ILL ---------------- 1---- I I I I ----------- ------_____ I I I I I SYM I TRICALIt I 20'-0" 20'-V p/� 20'-0" 20'-T W-(nw (1787) (1666) (1666) (1787) 1st FLOOR LAYOUT PLAN SCALE: 3/16"=1'-0" A -a o M 0- X is N c;� IL Q. Air �- N ul ca Q --• ;15 N cU c to - O U 0 M ,> U N ? - a) •— �, IY"E� (n 0 0 :3 0 V zz- .r-co a >�a — �`j�Asj� ��,tt��t�0tltotr • E• �� O i t+� 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 An Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N o 0? tll rj�n� LL C w LL LL LLd at 103i Nv o WjUm 5 CP . LL Z � NZ ILZ =NOU U�wJC W ❑ ❑ 0 z N z Q V J CL (n I ^ M V ! a1 0 � a--+ N O w s N c 4 ih (� w w L p�o Q R M 2 —j E s� �o 0� 20 QwQ=z= X U of V o$z � oY O 'z W ZC ff� pN Q "Z CO 47 p� dd3 LLi U a N w W _ rJ �a mLL € � =3 �o o ' a is 5V C o T > M N f0 V 11 � M M�1 _W � O CC ) m2CD Q NO O C N M Q M T T' 'LOo z N E c a v y U Q a c JOB NO: 22-05614-05611 SCALE : AS NOTED SHEET NO. 7 WALL LEGEND 8'-8" TOP OF MASONRY WALL (GARAGE) 9'-4" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL -2HOUR FIRE RATED SEPARATION WALL -9'-4" TOP OF MASONRY WALL (LANAI) , W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION WALL -18'-8" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING 80'-0" 20'-0" 20'-0' 20'-0" 20'-0" 01 -2HOUR FIRE RATED SEPARATION WALL -20'-0" TOP OF MASONRY WALL, W/ SYMME TRICAL SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -------------------------------------- -------------------------------------- TYP. INTERIOR WALL ° I BEARING WALL L------- I FILLED CELL LEGEND ' 0. BATH I ------- _—_—_ 0. BATH ' CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) 0. SUITE i 1 0. SUITE t t I I 1 1 t t ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) I I W.I.C. i W.I.C.----- 1 1 0. SUITE it \\i I 1 i// \\i 0. SUITE 1 1 t ---------�--------- I W.I.C. i o 0 0 0 0. BATH 0. BATH i 1 i W.I.C. I V--------- LOFT t 1 I 1 LOFT 1 []1771 ®� LAUNDRY I I ------- ------- I I LAUNDRY I ------------' 1 1 rj j 1 ----------- LOFT I 1 I I LOFT I --- LAUNDRY i I LAUNDRY 11 / \ I --------�----- `— `� --� -----L-------- �_ oQ BATH # ------ ------ - BEDROOM #2 BATH #2 ri - - - "—T 1 -- ------ BEDROOM #2 I 0 31- BATH #2 , ---- ----- -------------------- ----- ---- BAT #2 ° I BEDROOM #3 BEDROOM #3 t ° 1 1 t I I 1 to t I I I t 1 t I 1 BEDROOM #3 BEDROOM #3 t t I I I I EDROOM #2 BEDROOM #2 I I -------------------------J 20'-0" 20'-0" 01 20'-0" 20'-0' 80'-0" SYMMETRICAL (1787) (1666) (1666) (1787) 2nd FLOOR LAYOUT PLAN SCALE: 3/16"=l'-0" a'h-O N � cti N M iIna X CL N L (.3 (6 N Q 0 vNY (i- C C 4 O N N '> >, > Q -0 a_CK E c i � O U >7a oW 4' i//ds/fj I �l .• �J Ft�� �' 64 W 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. Ift 8 1A Do di rn N Q Ntnv cc J LL J LL _LL dW Z rrn ` �i '' C14 I CD Z go 0 N Z d 1- L IL 04 Z OU N W ❑ El COD Z N M z � S 10 Q N V / z V 1)0 O 4-j LL W W Q A U _ g W 8 00- V) W s Q � m M Cl) W Z LL 0 w �00� o- 1 2 �0 n E U aa � oM 0 Z E as a N � �8 a❑ �z d i r0 CU Z. mS O 2LL Z J G d z 8 o 0 a W � NW w ¢ 0I= za a- 03 C o T > C0 ui m Q F— _` L M cc O 00 O r � rn 0 `�' m N L0 O O C Q LO .d- M r E U') O o Z Z 0 co 2 m a E m U -j Q< 0 JOB NO: 22-05614-05611 SCALE : AS NOTED SHEET NO. 8 (1787) OFF RIDGE- VENTS, TYP. 12 5Fl� TEXTURE FINISH 12 71 1/ +1" PAD --- --— — — — — — — — — — — — -- 7-1 ------------------------- (1787) SIMILAR (1666) SIMILAR (1666) OFF RIDGE VENTS, TYP. -------------------+------------------- TEXTURE FINISH I 12 I 12 4 I 4 i6ERiaQ�$ SHINGLES SHINGLES TEXTURE -FINISH (1666) I 1001 TEXTURED FINISH- (1666) (1787) FRONT ELEVATION SCALE: 3/16"=l'-0" 12 Q5 - - - HEEL T.O.P. ` - - - ---- F------------------------- - I TEXTURED c� FINISH STANDING SEAM () 39"49" SH 12 B 71 --------------------------------------- - _ F.FL. _ CLG. HGT. +1" PAD 16" BAND 21_6" F ® 00 () x H I _----_ (1787) REAR ELEVATION 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. 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 do N V N in X .,- LZ a N c r CID C C 3 4U S2 .v 05 Gy 0C E C In 0 0 C 11 O U J `\`N,�ieqRtotiar�iiei�,ij�s e `o P. r' _ r To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages beadng Engineers signature and seal. F E C �GoA,� 40 N N r--0 M LL di aj f7 sp � J LL a �LLLL _ - v a �Scc W aN^,rn � W ILN Z d N Z OU 0 N W ❑❑ Z � z � z Q _ U) �z 0 s V _ � 0 c U c was � Y _ o W J wo �F Q Eiz O N w° _® ~ o UUU �� oo � U oQ Z o N I- <i ww¢$ z a`y (n C oy o ZLL Z '<w 3 Iwo io z CL XI J c _ �w w� �5 >_ co zIa c o T >co m F-- '� L M 00 r O r co Y CrCID U) 0 m Q LO � p 0 N M - Q M T_ T E c t Z m Z �O} E V co c tl U Q p 0 JOB NO: 22-05614-05611 SCALE : AS NOTED SHEET NO. 9 Il�lll■II�;IW1l�r�'Jtlli�u�u�,l _ �a��,�.-�. - ....,E.. _,, 12 5F,:� --- T71----------- ---------------------._._------.---------------------------------------- f —TOURED FINISH 1 H3-Sti 7 -9" x ------------------------------ PAD --- --- ----7 3 r5i I Q 0 I t2 0 L0 0 I L0 0 I N S 0 M 0 J .r co 0 I LO 0 12 5� HEEL ------------- - T.O.P. HDR. ------------ — ----------- t`-4 O x o is 12 F.FL. CLG. HGT. -------------- BRG. AT GARAGE_ --- --- -- -- HQHGL----- ------------------ F 2-2" TE XTURE rn 60 Q 00 FINISH F.FL. 0 rn 0 ZE C) 0 S TEXTURED FINISH ---\ --------------- (1787) 12 5� 12 �5 16" BAND —T 12 Q5 HEEL ------------ T.P. HDR — — — — — — — — — — — — o 0 00 7D 12 11�7 --------------14 vffL_'� --------------r— L-- --------- CLG. HGT ---- _ -- — — _ _ _BRG_AT_GARAG -----------------------UQRHGI• 2'-2" TEXTURED 5 � FINISH o ao 00 00 ................................. F.FL sk LEFT ELEVATION --------- ------------------------------------------------------------ TEXTURE FINISH 1 H3-SH x 7,-9„ --- —PAD --- +1"PAD --- --- 16" BAND F4/9.2 (1787) TEXTURE /—FINISH SCALE: 3/16"=1'-0" 12 �5 RIGHT ELEVATION 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. txtenor Lovering 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. Is 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 .50 I-- O N (� y .r t X N C IJ_ a q O co N U -a N C: 3 E C O O llll `\\\`\ gR0 W �w OFESSION`����� � i�/f��l►Ililll'������\\ 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 Me structural engineering portions of the drawing pages bearing Engineers signature and seal. W E O N 0 4) 0 r- R $ �NO di LL a _"Pii I LL a a Y E W mN�m ! �gmon In Z LO M ZIL d J CLW In N W ❑❑ z N z � z a $ a N O }, s ('D W Z O W s c cli w t3 zt U o • < 'N O w Z _J 4 z9 LJL o w° >Z Z• QE m U F $a x U wo 0 U Z O E N L E p p 4p a y� �a CU N m0 a ZLL Z O Q W iz 3 0 W�~ a° Way U �o °ff JO z a� c T > M ti rn M 9 U F— �� t00 � O VY Li> V /^ m Q N I-- 04 L0 c o N O M 0) U') M .— ,— E LO CD o Z z E C c a E a? U Q p _J JOB NO: 22-05614-05611 SCALE : AS NOTED SHEET NO. 9.1 C" 0 0 g 4 PM io 0 L0 0 _ :9 d O r` PM O .9 L0 0 I 3 Q 0 Y i VARIES NOTE: • W =1/2 OPENING DIM. • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH/ SAND FINISH • FOAM/ EPS MATERIAL IS ACCEPTED (AV 2° VfR 'IV JI I 2^ 311 Vf 311 J112 3^ IV I el 1787 +211 +211 NOTE: • RAISED STUCCO BANDS • TRADITIONAL LOOK & SMOOTH FINISH "M PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER i 8" 00 101" FRONT VIEW SIDE VIEW BRACKET NOTE: • APPLIED TO EXTERIOR FINISH • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED SIDE VIEW BRACKET NOTE: • APPLIED TO EXTERIOR FINISH • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED FRONT VIEW F� "3� SIDE VIEW BRACKET NOTE: • APPLIED TO EXTERIOR FINISH • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH a FOAM/ EPS MATERIAL IS ACCEPTED FRONT VIEW N cv 0` co X Lo )- a t<-.. cu?�cu u� W - c C < 0 cv N > U > - C13 a — E C to O O L L > > 1..1. W N 0 N till 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. 40 E i?v 8 00 LQa $ :3 0 j 0 ai Q NNO 4k uJ. yMv � J C LL Iw 0 13 J w U. u- d Z i r M� a 2 W 1 0 2 -°' m z IL w Z?S NZ d N O U CO) W 00 VI m Z N 8 z a N N z m U s —� O W U c Q N w CID m w aQ =o s'- >� Zs t- -0 U Z CL N �< 0K � ao 2 mo _ 3 ��gZ z� rz z _ �� �a a Q g w z mw W U � � a - �fsGv = S O w� r K= a? 2 T m L M 00 co CDo �-T— D 0 o CV LO o0 c N 0) M ¢ M T ci m L0 o Z E E w a E .. U -j Q p JOB NO : 22-05614-05611 SCALE : AS NOTED SHEET NO. 9.2 LJL LL (n n CD e� 60 r VERIFY W/ PLAN TYP. ARCH DETAIL DRYWALL .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 Stairway construction and handrail to conform to the FBC Residential section R311.7 Riser height: The maximum riser height shall be 7 3/4". The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth. The minimum tread depth shall be 10". The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Handrails. Handrails shall be provided on at least 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" and not more than 38". Handrails adjacent to a wall shall have a space of not less than 1 1/2" between the wall and the handrails. Grip -size. Handrails with a circular cross section shall have an outside diameter of at least 1 1/4" and not greater than 2" or provide equivalent graspavility in compliance with FBCR Section R311.7.7.3. Guards. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30" and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the intersections with the walkline (12" from the narrower side). HANDRAIL DETAIL. :6 LANDIIN : FRAME[ ALL 2X12 #2 'RINGER 00 C) O C; 6 MIRROR oTOQ�o 'OP -obi I�- 4� 4& 0 0 0 BATH #2 OWNER'S BATH KITCHEN KITCHEN KITCHEN oc f 60 6 M17RROR 4(94& 4& �& PWDR BATH #2 OWNER'S BATH KITCHEN (1787) STAIR SECTION_ 'T I STRIN( T CI (1666)1 SCALE: 1/4" =1'-0" I& KITCHEN (1787)1 SCALE: 1/4" =V-0" NTERIOR ELEVATIONS 0 C� 0 KITCHEN NTERIOR ELEVATIONS 1666) STAIR SECTION. O �+ co s. CO x Co r0 tf3 LJ Q ( EP N C Q (D CL -0 n= E C ccs N O O < C U 0 � 7�0. �-W CV N O N O� rn 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. F E o � $ 0 N N co r oLo 9� a lriri A 32 8 w 1 w u. ` u- U. LL d Z �o o tq o LW Z ,1° N Z d ZN oU y W ❑ ❑ U g? u z N Z z� a (1) z U -8 u- 0 4--J U � a —71 0 W s tJ) c Y w r ` c z O _ (W E Q zO g �� �E a o E U 0 Wa Z O C140.7 �C a<°� ad C <$ aY m O m g o I� Y ZNC N 3 " U W g� 21 =G U �o m�` 1— x O �a xg C o T > M Im Ili r- a � o � o m Q CAD V : r tV H04 � p O c N CM aM �� iu R I to c z z E dO' y d t0 c c a E ci ai JOB NO: 22-05614-05611 SCALE : AS NOTED SHEET NO. 10 ,T .. .. . I I . . , I ,_,r wTrMrT-,- i SV (1787) (1666) T(1666) (1787) ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 11150 Rule 1/300 Rule Ridge VentAmt (No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) Off Ridge Amt, Req.) Total Validation ATTIC Provided by SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of Upper Ventilators SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of (SeeElev) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 0.0 2.0 Floor 1959 1881 269 940 67 470 276.0 0.0 276.0 (Unit A) Main Floor 0.0 2.0 (Unit B) 1329 1276 182 638 46 319 276.0 0.0 276.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN SCALE: 1/4"=1'-0" O t- - O N 0- ca X CV tt O N Ur � O N Is ,0001 5 a) Q h s Cy' Ec: Mtoo0 CU `— >>i1 —W ra�,�,�9aiit�gtl•� �� OWN E • '0 *•* .� '; Y •��a 0 r ot� r„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. F o E O M 8 N ra u4i C '� oo N 04 f M m "t 9b LL JLLLL , 0. Lu 11 Q C —j LL w Z0 _o rp N 0 W 0 0�O'm w Z 2 N Z04 Cl) d IL a OU 0 U Z W Op Z c�v o CD 0 Z V J — N Z 0LLJ �-J s fJ — � 0 8 c V) N v I _ so C z c � ¢ ja N cm S o W Cl)' M rJL N O W � Z Q Thy OL U 00 wjOL Z® wa U Z pO N � n�¢ �¢S ¢z ¢z y L M Q� mi F U OU 2LL z _I m N � a3 pN 8 wLL ZZgi Z a �� W Uo N z x _ �p z <� r O z�a ax o � C o T > (Y) 2 l`m N ^ Ill t� t� co O CO I O r 1 V O C� O 0 co in Q C*4 H LO O CD ;.._. .0 Q M rn LO T T z LO o Z E V E N C C a y U Q p JOB NO: 22-05614-05611 SCALE : AS NOTED SHEET NO. 11 v v 0 X .S 0 t2 0 zt cc 0 I Q I 0 L0 0 I 0 I (1787) (1666) r." RSHENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 31r 10 HIP -35.94 -49.57 49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 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: 346" EXP. 1 (24/t6) or lV EXP. 1 (33116) TILE: 1%2" EXP. 1 (3y16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120') NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. [4:12]-[12:12] a=4ft a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] WALL LEGEND 8'-8" TOP OF MASONRY WALL (GARAGE) 9'4" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL -2HOUR FIRE RATED SEPARATION WALL 4 4" TOP OF MASONRY WALL (LANAI) , W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION WALL -18'-8" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION WALL -20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING TYP. INTERIOR WALL f ff-1.110e]mm I" NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 11 FOR BUILDING ROOF LAYOUT SEE VS5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MASONRY WALL OR BEAM SEE TRUSS PLAN r— SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. MASONRY WALL BELOW: °.. SIMPSON HETA16 @ 4-4- O.C. TO GABLE TRUSS BEAM BELOW: SIMPSON HTS20 @ a.. 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: 3/4" = 1'-0" LOW ROOF &FRAMING PLAN SCALE: 1/4"=V-0" M UPLIFT CONNECTION CROSS—REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 112" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 112" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2"& 8-1 Od H FGTR 4725 3400 1 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 — w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / 26 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 21/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 21/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 — (20)16d x 3-112" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1 /4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET' EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ ( 6D SINKERS (14) 1/4" x 2 l/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32)16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 1 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 1 (20110d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (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 WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. RI STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER R 2 PLNY CAR GR� — A) T x CO T LED SEE SHEET D1 FOR ROOF FRAMING DETAILS o L� CO X cvU—CL N c0 O C G C: d l`Y rR �/ E C Lo O 0 C U O W Cj- O W N .06 • � FLO IN `��•: l,l 0 r e/fill J I V111>> To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to Q N O C' V P? CC)cvr !yi (i N ~ O LL dM V 25 J , C LL -r L W V o U.LL S a 103.Q % —DQ7 a c m _ a W '016�c_o o W 04 m W rn ZOD N Z Q IL ZN OU ti W ❑ ❑ - z R Z N z O Q N N z QXJ cn � w m � V Ow V) c a, '.W i s V _ U • Q CIAim s CD M o � w z 7d s ao0=a E U �'0 oa � :C �o O< Su p S� Z p~Ca O E rp N � n� az o ao ww ¢� L C N0 m� ZLL z ;a J m<w Qa �z W c� 3 § ;a 0 _ xW 1 ryck� z = > �r z U3 o T L M O^O co T O O T C� to O 0 Gfl ao a..+ CV t— C Q M 0) LO r T E LID c O z t6 7 y E Q' d C C a v 0 JOB NO: 22-05614-05611 SCALE : AS NOTED SHEET NO. 12 RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. VIND SPEED (ULTIMATE) VIND SPEED (ALLOWABLE) XPOSURE CATEGORY 140.0 MPH 108.4 MPH C O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY SPF FASTENERS SYP SPF SYP A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r a=4ft HIP -35.94 -49.57 -49.57 -49.57 0 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): \ r Off / ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I �� �y I ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I ROOF SHEATHING: I I I C I SHINGLE: 346" EXP. 1 (24,46) or tfi/32' EXP. 1 (33j6) C i I i I TILE: t2" EXP. 1 (33i6) I 1 r I I NOTE: I I I I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO Sd (23/6" x 0.113') NAILS �� r r � 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN fY32", 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 a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1!2" HTA20-18 1625 1400 10 -10d x 1 1!2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / 26 10dx1-1/2' HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD36 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 21/2" SDS WOOD SCREWS & (1) OO ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND x2212"SDSWOOD)1/4" SCREWS & (1) 5/8" ATR WALL LEGEND 8'-8" TOP OF MASONRY WALL (GARAGE) N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** -- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" 9'-4" TOP OF MASONRY WALL R MTS12 990 860 14 -10d x 1 112" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. 18'-8" TOP OF MASONRY WALL -2HOUR FIRE RATED SEPARATION WALL 44" TOP OF MASONRY WALL (LANAI) , W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8"x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl USP CIA-7000C EPDXY -2HOUR FIRE RATED SEPARATION WALL VWAL -18'-8"TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d 1"; -2HOUR FIRE RATED SEPARATION WALL -20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING SP2 1010 605 12 -10d SPT24 1090 12 -10d HCP2 590 555 12-10d x 1 1/2" 1HHCP2 680 1 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS *** DO NOT DRIVE ALL EPDXY NOTE: DOUBLE ARE FOR ROOF LOADS ONLY NAILS THROUGH THE TRUSS PLATE ANCHORS SHALL USE SIMPSON FELT REQ'D ON ROOF PITCHES ON THE OPPOSITE SIDE OF THE TRUSS, "SET" OR USP CIA-7000C (SEE MANUFACTURES 3/12 & LOWER. WHICH COULD SPECS) FORCE THE PLATE OFF OF THE TRUSS. REVISED 12-02-20 TYP. INTERIOR WALL LOADS -- ROOF FLOOR JOIST SPACING = L / 360 FLOOR = L / 480 W/ 3/8" SHALL BE MAX OF 19.2" MAX DEFLECTION. OC FOR HARDWOOD & TILE AREA'S & 24" 11 BEARING WALL NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 11 FOR BUILDING ROOF LAYOUT SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TR 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MASONRY WALL OR BEAM SEE TRUSS PLAN [— SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. MASONRY WALL BELOW: ".. SIMPSON HETA16 @ 4'-0" O.C. TO GABLE TRUSS BEAM BELOW: SIMPSON HTS20 @ \— a.. 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS a, SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: 3/4" = V-0" ROOF FRAMING PLAN SCALE: 1 /4"=V-0" 12 OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2.16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER 1 CONT LEDGER �A) SEE SHEET D1 FOR ROOF FRAMING DETAILS C D t` O L10 x a ,. N 5 (� F .:x �' C C try � N 'u > th 0 Ctf _• N to O 0 Ri t— >�a 0W cvo F I.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. In W O E O M p a Q m y - o Lo r�L V �8 ri M v i Q C J LL W LL U. a. ,n *L —vim a 4 ec m o WN`OjO' m w d "' Z U) N zIL Z N OU W ❑❑ z a J In z o ( C1 Fp G)U O w $ L/) c �N N � C) LIJ J � E � 8 _ a c � � Q m o w M Zo� z ti E g�z K O Z E 8 W za�o� O E o aZ t L g azY W o mo �z >z Z zZ s W a �Z �� �- .� g _ �Q �w �~ �_ dF v zla 3 o T > M f0 ^^ t� t� M co O 00 r T o CD O +�•+ CN LO � O p N M Q M LO °' ' E LO C) o Z z �; E d- `m a E U _j Q 0 JOB NO: 22-05614-05611 SCALE : AS NOTED SHEET NO. 13 1 1 SYMMETRICAL _ I �� I COMP. COMP. II ''�%K� II COMP. I— IGFI-- /�/ \ LANAI WP,GFI (Rl I 16'-0" i �/� LIVING \ \ I o j I I � I In \\\ DINING I � 1 / 1 � VERIFY METER LOCATIONS WITH BUILDER \ PROVIDE 12" MIN. —QFI VERT. SEPARATION FROM ANY / ALL rlFl _ _ _ \\ ER UNDERGROUND UTIL. DW I 0 / WI KITCHEN \ DED. FOR MICRO 40 \\ E CFI REF ENTRY L------- ----- \ GFI AGFI \ --,4P CH j \♦\ I IDI % I0 FOYER -� 4'- SD/CM Pj i i POWDER WALL LEGEND -' 8'-8" TOP OF MASONRY WALL (GARAGE) 9'-4" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL -2HOUR FIRE RATED SEPARATION WALL -9'-4" TOP OF MASONRY WALL (LANAI) , W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION WALL -18'-8" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION WALL -20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING I BEARING WALL TV _I/ �— (GFI@44' A.F.F. / VERIFY \♦ W.H. % LOCATION `\ O / ELECTRICAL \ PANEL \\ I \ 1 \ 1 I GARAGE `\ GARAGE \ LIGHT AS / `\, R SPECS / GARAGE _ DOOR CFI ------------ I I I I I I I I I I I I I I I I I I I I -------------------�-'--- I I COACH LIGHTS `\ OR PREWIRE AS le PER SPECS ' (1787) r_"-GEL_ H— — 11— I REF— Z / 1 KITCHEN 1 SINK DW RE SD0 / \ DININ I / — — / — % ROUGH -IN _ / FOR OPT. / FAN/LIGHT — / 00 I I T-10g" LIVING II � I II \I ---y ------------------- '4 /,> LANAI 01 �f WP GFI i I llll 7'-10j" LIVING �' REF W DINS KITCHEN IQ 1 I \\ DW SINK r --� \\ I EN SD0 \\ LH ROUGH -IN \\ —\ ---- FOR OPT. \ ♦\ _ _ FAN/LIGHT ` \ 60 \ % I r- — 1 _•"•FOYER •^. e t7 -„� .' .GFi- • •• ,. LOCATION I LOCATION ELECTRICAL Ay ELECTRICAL PANEL � IIIIC17!;, PANEL 11111111]; ,4111]III ;C171111 D: •"• D: 01 GARAGE GARAGE •^• GARAGE GARAGE LIGHT AS 11--1 0 LIGHT AS PER SPECS PER SPECS GARAGE ENTRY ENTRY Inc GARAGE DOOR GFI DOOR _ ;.; 10 -. 1• 1♦ �_ •�• 21 �' i• 01 M ••. IS n �Illll �illl`�� ; l\���J II�III` ACH LIGHTS • • • •• • PER SPECS •♦ ------ OR PER SPECS (1666) (1666) • s 111 SNUM17 LL1��� i sip II II c II u') j AN� I I % ( // \\ \ X./ \ 6'-0" / LIVING I I� o 3 � 1 \ \ � I \ DINING i s'f :]TV \1<� I 0 \\ 1 1 \ I ` I \♦ GO ' a® 1A I / --- _G I �Q' I \ k ----- KITCHEN IW DED. FOR / 1 / MICRO — REF G I ----- GF -- GF—J ENTRY I id B I I --1 \ 1 1 ,/- FOYER `: -0 SD/CM T-0" FI @44" A / ♦\\ \\� VERIFY \ I \ O LOCATION / ELECTRICAL I PANEL I 1 I GARAGE \\ GARAGE / POWDEA \ LIGHT AS , I \\ PER SPECS �� \ I \\\\ GARAGE DOOR _ WP / ------------GFI / I I / I I / I I / I I / I I / I I j I I , I I I I ' ----I'----------------�---- --------------- --- COACH LIGHTS `\ OR PREWIRE AS `�\ PER SPECS /�' Riser Diagram 600AMP 4 UNIT BUILDING SERVICE (1787) 1st FLR ELECTRICAL PLAN SCALE: X"=V-0" 2/0 CU GEC CONNECTED TO LIFER AND (2) RODS 00 150 AMP 00 150 AMP 150 AMP 150 AMP (4) METERS PER BANK (1) METER BANKS PER 4-UNIT BLDG. I L (2) 3"SCH 80 PVC CONDUITS (1) 14" SCH 80 PVC CONDUIT WITH (2) 500 MCM XHHW AL WITH (2) 2/0 XHHW AL AND (1) 350 MCM XHHW AL (1) #1 XHHW AL EACH CONDUIT (1) #4 XHHW AL TYPICAL ALL UNITS NOTE: • ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. • INSTALL 2" CONDUIT TO METER CAN • INSTALL A MAIN 150 AMP BREAKER IN PANEL ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET W.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET I Ph SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH �P'4 FOUR-WAY SWITCH �R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �P PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER _WWI ELECTRIC PANEL j DISCONNECT SWITCH C\ 44� ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT N 5 ca >C tv c ►� a LI -. p t it c d,o�c� 3 > T r v C- sa a 0 0 >0_l�W N 0 N rn 0 To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v p N d °c' ro fir' AID o8�m l n r f• J N V ik tl C ci J LL W "" W a Z 1 �S- aI lON �_ o ari f0 o W Z LLW m w F4 L NZ d ZN ov 0 W y ❑ C9 V z N Of z S z a J — a V) z 04-JT C LL f1J Lu W io U 0 N LL c •, U r11 � s U c�� d Q N • o w Z M � � E w � �� f z� z• N U ~ (6 F z �a O a U Z O N O Q �o �o r5p Ww a WZ C - C O oLL Z f/i z Z a� o a° NW W U 1LL 1co a zla col 3 f T M 2 � to t, L M I0 (o O O OT� r O Q 'C^ Y m Q0 Vl Q CN 11.0 O -fl O Q 11.0 C) T' y Z LO c ? E E B r_ m a v _ v ¢ o c JOB NO: 22-05614-05611 SCALE : AS NOTED SHEET NO. 14 v v 0 r- t2 0 .9 7t C1 0 0 cn a 0 t2 0 J sc 0 0 �i rn CD i E 9 c a� t� 0 U rJ i U i z I Y i V s N :3 0 a LO rn L Ci CIA I WALL LEGEND I 8'-8" TOP OF MASONRY WALL (GARAGE) 9'-4" TOP OF MASONRY WALL I 18'-8" TOP OF MASONRY WALL -2HOUR FIRE RATED SEPARATION WALL -9'-4" TOP OF MASONRY WALL (LANAI) , W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION WALL -18'-8" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING 77 -2HOUR FIRE RATED SEPARATION WALL -20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING TYP. INTERIOR WALL BEARING WALL I I I L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ (1787) (1666) SYMMETRICAL SYMMETRICAL I I I — — — — — — — — — — — — — — — — — — — — — — — — -- 2nd FLR ELECTRICAL PLAN SCALE: &=V-0" Riser Diagram 6 UNIT BUILDING 2/0 CU GEC CONNECTED TO LIFER AND (2) RODS 450 AMP SERVICE 00 150 AMP 0 150 AMP 150 AMP (2) 3" SCH 80 PVC CONDUITS WITH (2) 500 MCM XHHW AL AND (1) 350 MCM XHHW AL EACH CONDUIT (3) METERS PER BANK (2) METER BANKS PER 6-UNIT BLDG. (ONE ON EA. SIDE) (1) 1 k SCH 80 PVC CONDUIT WITH (2) 2/0 XHHW AL (1)#1 XHHW AL (1) #4 XHHW AL TYPICAL ALL UNITS NOTE: • ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 -17, LOCAL CODES AND THE LOCAL POWER CO. • INSTALL 2" CONDUIT TO METER CAN • INSTALL A MAIN 150 AMP BREAKER IN PANEL ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13, Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET ® SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH �3 THREE-WAY SWITCH j4 FOUR-WAY SWITCH JR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX I-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN iO EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 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 own ELECTRIC PANEL DISCONNECT SWITCH �-67 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 N Nic ti O ty -� U co co X (in iz) m -.ANY .N Q) C Q - Ly Q) 0 0 tt E c: M N 0 O :3V = t: >>� 0W N N 0 N era 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 Cade - 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 a 11- LQC �� 0)N r rZ 32 8 J Q �LLtL LL a 13 D 0) (L gm_ 0 W � � °' m LW w Z ,°�° " Z d M ;w N O U 0 Z CD W 013 `c Z cn I i3 a N N z v CO ii a--+ N W " A V 8 0 c N U.. in (� r— W W t W Z J - E o � zo -0 < Z z� O _® cc ea 00 o - rp c o o� - N `_0 aw Iz az SSC a� sir nw �r p a, 5. a x VCD' 3 __ in LL O 'M 0 2 F_ J LL O L co � M 0000 Q r T_Cr O CV 04 fO O O 04 °' 1117 T T. E 3 Z Z E �C) V1 V a 0 v? -°r Q O c JOB NO: 22-05614-05611 SCALE : AS NOTED SHEET NO. 15 �Illli'I'�1411����VILLI nii�i,a♦if�(��ii rti,. �� ,i rn N 0 I M C) 0 J io L0 d✓ O I n t2 c L0 0 0 1 (4) METERS PER BANK (1) METER BANKS PER 4-UNIT BLDG. (2) 3" SCH 80 PVC CONDUITS (1) 14" SCH 80 PVC CONDUIT WITH (2) 500 MCM XHHW AL WITH (2) 210 XHHW AL AND (1) 350 MCM XHHW AL (1) #1 XHHW AL EACH CONDUIT (1) #4 XHHW AL TYPICAL ALL UNITS NOTE: • ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 -17, LOCAL CODES AND THE LOCAL POWER CO. • INSTALL 2" CONDUIT TO METER CAN • INSTALL A MAIN 150 AMP BREAKER IN PANEL WALL LEGEND 8'-8" TOP OF MASONRY WALL (GARAGE) 9'-4" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL -2HOUR FIRE RATED SEPARATION WALL -9'-4" TOP OF MASONRY WALL (LANAI) , W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION WALL -18'-8" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION WALL -20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING TYP. INTERIOR WALL BEARING WALL Riser Diagram 600AMP 4 UNIT BUILDING SERVICE 2/0 CU GEC CONNECTED TO LIFER AND (2) RODS I- 00 150 AMP 00 150 AMP 150 AMP 150 AMP VERIFY N LOCATIONS BU PROVIDE 1� VERT. SEPARr FROM AN) UNDERGR SYM TRICAL (1787) (1666) (1666) (1787) ELECTRICAL SERVICE PLAN SCALE: Ya"=1'-0" N O C-4 M LO LL cc X f s1 � to c� 1NY -c c f^ c 0 .7t: d < 'Q N � 0) K /�� U N •� � I� a (4 n 0 0 a C: U v 0 LLI N N O N m 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) a o V 0 a LD CD C -S ai rn Nn0 �2 �Msf J LL CJ LL W LL LL d ,Qe V U.,Z ccCV a cc '2 fYmn`r } o W o �ga,rn m LLI Z ,"r14 NCO Z N OU v W ❑❑ C9 z z ¢13 N z a) 0 5 4-J f� v1 w 0 w g N c w �N U � c ¢ CS, w° < C'w o E 1 E �� a• V T 1. ° oa so tC OE XU a0� 8 Z O � N �z W2 � I1J C °0zz �U H ZCn` _ �w � o U a W �w �z =3 >° a= 0 • T > M � U Q IlZ H CM _v ALA `v O 00 \'-- O ,— O m Q CV I— No 0 C N CM T C) o z E CoH C a E U Q m J JOB NO: 22-05614-05611 SCALE : AS NOTED SHEET NO. 14.1 v o- rn 0 .c C9 O I t2 O J LO 0 cc 0 I 0 C7 0 I t2 co 0 J ,O 0 I 0 I 0 C, 0 Yp1 L a 0 i v E a� E 0 0 J a� tZ 0 U v 0 U i 0 -o i U d Z rN Y 0 v a> LZ 0 rn Lo aS cm iL 0 v 0 Q v N FIRE -RESISTANCE DESIGN Assemblv Usacle DiSclainier BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV? - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire -resistance Ratings - ANSI/1—IL 163 1=:ertified for United States Design t'-riteria and Allowable Variances See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design l: riteria and Allt_;wable Variances Design No. U905 June 10, 2019 Bearing Wall Rating — 2 HP, Nonbearing Wall Rating — 2 HR This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used — See Guide BXUV or BXJV7 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 77­ ') � 'j4i��7J;'€ ' O' tls� 1 1 _ -k........... 30 T k 7 ; i r sOCt*Cl�t4l sECrton 1. Concrete Blocks' — Various designs. Classification D-2 (2 hr) See Concrete Blocks category for list of eligible manufacturers. 2. Mortar — Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster— Add 1/2 hr to classification if used Where combustible members are framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1) 4 Loose Masonry Fill — If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification. 5. Foamed Plastic' — (Optional -Not Shown) — 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured udder UL's Follow -Up Service Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1 The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non-misleadin g manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2019 UL LLC" UL and the UL loao are trademarks of UL LLC © 2019 All Rights Reserved. GA FILE NO. ASW 1002 PROPRIETARY* GYPSUM PANEL PRODUCTS, STEEL H STUDS Two layers 1" x 24" proprietary type X gypsum panels inserted between floor and ceiling runners with steel H stud between adjacent pairs of gypsum panels. (li A 3/4" minimum air space must be maintained between steel components and adjacent framing (as indicated by dashed lines in sketch). As an alternate to an air space, the steel components are covered with 6" wide battens of f/z" type X gypsum wallboard or full sheets of 1/2" type X gypsum wallboard screw attached to the steel components. Sound tested with 2 x 4 stud wall faced with 1/2" regular gypsum wallboard each side of assembly and 31/2" glass fiber in stud space on both sides. PROPRIETARY GYPSUM PANEL PRODUCT Georgia-Pacific Gypsum LLC V DensGlasse Ultra Shaftlinerl 2 HOUR FIRE FIRE -RESISTANCE DESIGN Assernbly Jsage C.list.lairner BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV? - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada `gee r�eneral Inforration for Fire -resistance Ratings - ANSI/UL 263 Certified for United States Design t=:riteria and Allo?nrable Variances See general Inforration for Fire Resistance Ratings - CAPI/1-1LC S101 Certified for Canada Design r=:rites and Allowable Variances Design No. U301 September 17, 2019 Bearing Wall Rating —2 Hr. Finish Rating — 66 Min. This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used — See Guide BXUV or BXUV? x Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 3 1 Nailheads — Exposed or covered with joint compound. 2. Joints — Exposed joints covered with joint compound and paper tape. Joint compound and paper tape may be omitted when square edge boards are used. As ularn rledua ). 4 Gypsum Board* — 5/8 in. thick, two layers applied either horizontally or vertically Inner layer attached to studs with the 1-7/8 in. nails spaced 6 in. OC. Muter layer attached to studs over inner layer with the 2-3/8 in. long nails spaced 8 in OC. Vertical joints located over studs. All joints in face layers staggered with joints in base layers Joints of each base layer offset with joints of base layer on opposite side. When used in widths other than 48 in., gypsum board to be installed horizontally. Georgia-Pacific Gypsum, LLC Design No. GP/WA 120-05 Non -Bearing Wall Assembly Area Separatlon Wall ASTM E119 Rating: 2 hours 60 to 64 STC SOUND 1. CERTIFIED MANUFACTURER: Georgia-Pacific Gypsum, LLC w CERTIFIED PRODUCT: Gypsum Shaftliner CERTIFIED MODEL: ToughRock Staftliner or DensG lass Shaftliner Gypsum Shaftliner. Two layers 1-in. (25.4 mm) ToughRock Staftliner or DensGlass Shaftliner inserted in H-Studs 24-in. (610 mm) o.c. Thickness: 31/2" (Fire) 113/4" (Sound) Approx. Weight: 9.5 psf Fire Test: WHI 495-1290, 11-15-94; ITS Design GP/WA 120-04; WHI 495-1295, 3-15-95; WHI 495-0743 & 0744, 1-28 & 30-86; UL R2717, 04NK03115, 8-18-04, UL Design U373 Sound Test: Based on RAL TL89-383, 11-10-89 2. Gypsum Board: Metal covered using 6-in. (152 mm) wide h-in. (12.7 mm) DensArmor Plus Fireguard C Interior Panels or A -in. (12.7 mm) ToughRock Fireguard C gypsum board. 3. Steel Studs: W shaped Studs, 1-1/2-in. (38.1 mm) wide x 2-in. (50.8 mm) deep, roll -formed from minimum 0.018-in. thick galvanized steel. Cut to length %-in. less than the openings height and spaced a maximum of 24-in. (610 mm) o.c. _..- EXTEND THE (2) LAYERS - _ - OF 1" THICK USG GYP. — — — WALLBD. LINER PANELS OF 2-HR. WALL INTO SOFFIT AREA PROFILE OF ROOF TRUSS BEYOND ROOF SHEATHING TYP. 2x6 SUB -FASCIA 2 Hour Fire Resistant Soffit SCALE: 3/4"=1'-0" PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. rk SEE PLAN TOP OF PLATE FIRE CAULK EDGES AT EACH SIDE—/--, TYPE "S" MORTAR (TYP.) DBL. 1x PT NAILER H VV 112" GYP. WB. 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION 1 Hour Separation Wall SCALE: 3/4"=1'-0" *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. 0) L ., 1` 0 c-1 i C)co C .1 C'.. to >< t-� (' -C 1i Y `U tll W C s C 01 0 sa — d Q o` >�� Q_-0 Q E c � In 0 < :3 C U +• >>CL °LtJ r .�"��CV C) tG O� r •o ROB r ESSt0 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 a a lc::" M s N 0 N m 4, O C N D o N C',`7 2 4,N S J Q C J 52 LL W J�i� o _ W a Z coC I L (0 Y o W C n o o' W ° o m J z CA �Z Q %^ CA O U U CC) Z W ❑ ❑ CD Z N (h 00 N Q o< J i in V) z Ur o 4­1 it�, w J 0^ �N .) RS F- c L J �- E g 0CID N t� o f< CO CO o3 z E EE o o0 wo <ti oa gO Z O E O � 10 �< a z w 8 IOU pK a z z �w � i <z m� (Q �_ 0 O 1Z w Z a�i n J /, m ? << Zz O a d T 3 U <Q � aw o V =< OIX po - r OV � 0 T' >M = iU rn m m �^ Q CL_ I- W I\ � n co O 00 T ../ O Q 1 r Cr 0 C.C) " 0 O C.fl V) in Q L0 O O Q Lf� (� r E T ' \ Ln C O o Z (6 Z O N E �V-F 'n N cp a o U � Q p c c � JOB NO: 22-05614-05611 SCALE : AS NOTED SHEET NO. 16 �I l — w119a,sl1L.", ' t trdir}1. .i'b u ' 1L 0 8F8-0B/1 T .gip,`- pO P00 O O O 8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T © O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REO' l' 1-112"CLEAR �. w XZ. C.M.U. wpmy � S W W t j M W fV ro Z w Co L 5 REBAR AT BOTTOM a a - x - MIN. (1) REO'D On 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 cementitiuos coating. See contractor specifications LINTEL PLAN NOTES- 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION ::A: O O 8F16-OB/1OO LOU10 O 8F20-1B/1T 8F20-OB/1T O �; ; 8RF6-0B/1T .���-:O, u.bl" 8F20-1 B-2T O O O O 8F24-0B/1T 8F24-1B/1T O O n n (E) E SYM TRICAL E MIN. I I MIN. (1787) nE 1ST FLOOR LINTEL PLAN SCALE: YV=1'-0" = 0 N o N C� N _ `-'.. 1n x C Lt_ LL N T )�- L!3 a co -0 N U N 0 vo > > • >, 4)Q-0 E q:. c 0 0 c .0 +, a (a `^ 0 W > �t° �.• .......... L;� \U r• it WzA i e�0 fe;td 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) E yo dIi M CD C J U. W U. J LL (L Z c °) a 0LW �C �o N r0 �C W0�pjO' m w Z � N Z ¢ J J G N < 0 OU Z r) U) ❑❑ 0 �00 z Q _ a z :� �v1 0 LL T N W W JL U o-� W to c W t x. . M z o �i E IT V Q�Q� X U wir U O E i Z�� ro �p=pW� Go �� •� � � C �zd pY U n0 �a OLL Z Z '!$ $� 0 �W W 3 Ag GO a I � za $3 C o r > M f`0 l9 ^^ �..L I� r1 :3 O Q T CU U O lid - CID (n� v + m Q H O O N M .fl L0 T T N W LO ? CD O tl E U J Q C JOB NO: 22-05614-05611 SCALE : AS NOTED SHEET NO. L-1 v+ v v C Cr 4 n rh cc s C L0 r V) B s I s 0 L0 0 L 3 Q 91 N FL O jo 0 o O o 8F8-1 B/1 T 8F8-0B/1 T O, :0, O O O O O O 8RF14-1B/1T8RF14-0B/1T 81716-113/1T ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REO' :1-1/2" CLEAR J `!l C . V w 5o U v�i cJ C.M.U. Looj - S �l J ow: W WV)09 - Q N J Z u� LL:�416 BAR AT BOTTOM IN. (1) REO'D t;LZ 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 cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION •'O- 81=16-013/1T O 20-OB% T 8F20-1 B% T 8 O 'O. O O O O 8F24-1 B/1 T 8F24-0B/1 T O O o O -; -• 8RF6-0B/1 T :0, O O 8F20-1 B-2T SYMMETRICAL A& SYMMETRICAL 9 2ND FLOOR LINTEL PLAN SCALE: A"=1'-0" -a N ce I-L .rl cv J (. -C C 'h Q dt7�M 0 3 re, a) a _ LL E O O �=3C0 / LL O W tt {tt¢Arft, .� h.. • Mtn. Ll FI CFI'" 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) E a N 8 N Mo w 8 -/ . _ J di Mu- 0 2 LL z255 J tq Q LL w 5 I� �LLLL' SLij ra� "r, la C - 4.0 S r 0 O m w Z d J ILW ug z CD N N co z OU 0 W 013 G � z M z a V) zC1 -J W p U .) wLK U CS • R zco (h i � Z IL gzo p Z� < a ao wzz® z oa _ O � � oa g p z O� i F- •,4%• L (n== FO Zw Z N J SU no wm �W 22 F4lo 8K a W �s 5- IZ CD Mj O �p w i za $3 C > M m m < Cj_ �--` co n � T.- O CID_ I m LO � p p N M T d ' to 0 ;E t0 0 V VN a E U _ 0 .j JOB NO: 22-05614-05611 SCALE : AS NOTED SHEET NO. L-2 —TIff-11IR1R!" .Lr I `011 Q+ RE S 0 M �O cc LO J IT 0 r; t2 O 9 LO 0 0 v 3 Q 0 S. E i-- 13 E `v M fe i; 0 i B i U Z CL N Y a J tom. 0 a N S ig 1 En CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING WEB CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" (2)-12d TOENAILS EACH SIDE STRUCTURAL SHEATHING ATTACHED PER NAILING PROVIDE 30" LAP SPLICE SCHEDULE @ F.C. REBAR. SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING Q OF HIP/RIDGE TYP.BETWEEN TRUSSES W/ (2)�12D NAILS EACH (2) ROWS OF 10d NAILS @ 4" O.C. VARIES W/ ROOF SLOPE END TO TRUSS TOP CHORD MASONRY WALL 2X4 BLOCKING P' BETWEEN TRUSSES TRUSS SECT. A -A '\XA FLOOR TRUSSES @ 24" O.C. MASONRY WALL 2X6 P.T. CONT. SEE PLAN LEDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" O.C. T&B SEE FLOOR MIN. 2x4 #2 SPF P.T. PLAN FOR MORE CONT. W/ (2) J"xW INFO. TITEN2 SCREWS @ : ' 16" O.C. TRUSS OR ROOF SYSTEM G.T. ADD 2X4 ALONGSIDE . TOP CHORD WHEN REQ'D DOUBLE KNOCK -OUT TRUSS TO PREVENT PLYWOOD SPAN FROM EXCEEDING ACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T BLOCK W/ (1) #5 CONT. IN EACH COURSE ALTERNATE: (2)2x8 SYP #2 P.T. LEDGER ATTACHED TO MASONRY W/ (2)-1/2" DIA. TITEN HD MIN. 5" EMBEDMENT PER 54/D1 SPACING SIMPSON LUS26 w/ SHEAR TRANSFER ` = SIMPSON HGAM10 @ NAILS TRUSS TO EDGER & EXTERIOR. WALL 52 (2) 12D NAILS AT 12" O.C. MAX FLOOR ATTACHMENT . 4'-0" O.C. T & B 50 (4) .148" x 1 1/2" LEDGER DETAIL 51 SCALE: 3/4" = 1'-0" HIP/RIDGE BLOCKING D E TA I L SCALE: 3/4" _ ,'-0" SCALE: 3/4" =1'-0" TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. , 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS 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 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 W/ (14) - 10d X 1 1/2" EACH DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT `—TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg X 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. A I '----/—WOOD TRUSS 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 • .�� s - % 01, •- - BOB _ %! _ _ DIAGONAL - AT 8'-0" MAX TRUSS T T SCALE: 1 /2"=1'-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) 2x8 #2 SPF RIDGE BEAM 2X6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL aC� INTERIOR BEARING 3 SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT o, • • - • - ,%I%�� • Mv C O 4 —;_ SCALE: 3/4" = V-0" 2'-0" MIN. LAP SPLICE 1'-0" 6" 6" 1'-0" 6" 6" TYP. O O I O O I SPLICE O I O O 21-0-1 SPLICE BEYOND PART. ELEV. VIEW 1 all n r` 1'-0" TYP. O o O O 2'-0" 9 :1 N x0_4 1.1 • z�z7 [E:l LEI E LEI E 0 E Er IIIIIIIIIIIIIIII'IIIIIIIIIIIII,IIIIIIIIIIIIIII1-� II' (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 1/2" TITEN HD STAGGERED @ 24" O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. EDGER OGETHER w/ LAP SPLI1 PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" WOOD OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. FOR INSTALLATION.—,, PRE-ENGINEERED ROOF —� TRUSSES AT 24" O.C. MAX (2) LAYERS 1"X24" PROPRIETARY TYPE "X" GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2" FLOOR RUNNER W/ 3/16" DIA. x 1 3/4" TITEN2 @ 16" O.C. FIRE CAULK RUNNER TO BLOCK WALL EACH SIDE NOTES: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA FILE ASW 1002. 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD MATT kl nTMf n DETAIL - ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"=V-0" NO MINIMUM AIR SPACE W/ BATTEN STRIPS 1" DENSGLASS ULTRA SHAFT LINER 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 ks. ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF ` DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. 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 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"xY TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER SEE 53/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 I FLOOR TRUSS FOR AN AREA < 1000 S.F. 00 TEI 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 WIAXW1.4 WWF. 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 R30INSUL. 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/ 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 1x P.T. BASE NAILER ONE SIDE OF THE �.--STD. 902 HOOK FLOOR TRUSS FOR AN (SEE DETAIL) AREA 5 1000 SQ. FT. OF NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA &SEALED (4)10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ FOAM. DRAFTSTOPPING (2) SIMPSON SDWC15600 SCREWS SHALL DIVIDE THE @ CONCEALED SPACE INTO EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. T@k' ORD BRG. 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. 0 • • T (4) #5 CONT. ---- --STD. 909 HOOK ON 3" CHAIR 8" 2'-0" 8° (SEE DETAIL) 2-STORY PARTY WALL SECTION SCALE: 3/4"=V-0" PRE-ENGINEERED FLOOR TRUSS' AT 24" O.C. GYP. BOARD CLG. SEE 53/D1 FOR LEDGER CONNECTIONS (2)-1 X 4 P.T. BASE —� NAILER BASE BOARD PER SPECS. —� CONC. SLAB SEE FOUND. PLAN 6 MIL VISQUEEN —� TREATED SOIL SEE PLAN TOP OF PLATE TOP COURSE W/ LINTEL SEE PLAN SEE PLAN TOP OF WINDOW WINDOW PER PLAN 8" C.M.U. WALL 10'-8" DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. 8" C.M.U. WALL AftY `r F.F. 00 VARIES WITH b SITE GRADES SEE PLAN CV T 0 O 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" REV. 08.20.21 } NL W N 1 U_ -C N (it N M Y Lo Q c cr V--& Q Q & 3: t` ?' C N ku 3 7 7 Wry` W low ;1.�. E C Rf A O O cc LLI re 1 v, IC,r4r'` �t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentiai 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 a E N 6 a 8 ? 24,� _� Co 16 W yriz i/• M v +a LL �` C J LL W V (p u- LL W a J� a 11 _ v W �0,11 2°'°' m Z IL ZN O U U W z z a to z �M W N 0 0 W a lJ Ow c Q Y N W o co M i � _ U_ 3 =Ze Q o F1O� w° oa 00 zU N fO ¢� gg O IZ L <g • a3 CYU r_ _ N O m� �O zz zco yS J vnb Q W Zz �O ay,5{ tz sw U a n w W 3 �� _r o r. >M cc L CM CU ono � O T O C.0 rr�^r v, m Q N F_ ' CCDV 00 t` .� N M Q M 0)LO ` T E I LO Z z _ h £ B _ M a 0 f� JOB NO: 22-05614-05611 SCALE : AS NOTED SHEET NO. D 1 91-4" 8'-0" EXTERIOR WAL� .,..", , ....... SECURED PER NAILING SCHEDULE A A B1G TRUSS USE: • SIMPSON HGU3.63-SDS W/ (60) 1 /4"x2 1 /2" SDS B2G TRUSS USE: • SIMPSON HGUS210 W/ (62) 16d NAILS SECTION VIEW 2 D2 L z" TITEN HD W/ MIN. 5" EMBEDMENT SEE SECTION A -A FOR MORE INFO. 2 PLY 1 3/4" x 16" LVL (1ST PLY WOLMANIZED) LEDGER 20'-0" DOUBLE KNOCK OUT COURSE ABOVE T/WALL MUST EXTENDED 16" PAST LEDGER MASONRY PARTY WALL, SEE PLAN FOR FILLED CELLS INFO 2x4 #2 SYP P.T. CONT. W/ 4' TAPCON @ 16" O.C. ROOF/ EXTERIOR WALL SHEATHING SECURED PER NAILING SCHEDULE GABLE END ROOF TRUSS W/ USP RT3A CLIP EACH END 2x12 BM. W/ (4) 12d NAILS EACH END (2) 2x12 #2 SYP BEAM W/ SIMPSON HUC210-2 2x12 #2 SYP P.T. CONT LEDGER W/ (2) 2' TITEN HD (EQUALLY SPACED) ANCHORS 2" FROM END OF BEAM AND THEN STAGGERED 24" O.C. W/ MIN 4" EMBEDMENT SECTION AT ENTRY (9) "TITEN HD ❑• (6) 2' TITEN HD 4" B1G TRUSS USE: • SIMPSON HGU3.63-SDS W/ (60) 1/4"x2 1/2" SDS B2G TRUSS USE: • SIMPSON HGUS210 W/ — (62) 16d NAILS TRUSS CONNECTION SCALE: 3/4" = 1'-0" EXTERIOR WALL SHEATHING SECURED PER NAILING SCHEDULE 2x12 BLOCKING @ 24" O.C. W/ (4) 12d TOE NAILS 2x LEDGER (2) TITEN HD @ END X-X SECTION (PLAN VIEW) SCALE: 3/4" = 1'-0" STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE TB13/D- �—-------- - �- v • • •PE t ROOFINGPLYWOOD MASONRY• ' SEE ••' CCONT. •' •' • 0A I O.C. \—TRUSS OR ROOF SYSTEM D05 SHEAR TRANSFER EXT. WALL D2 J SCALE: 3/4" = 1'-0" 04 4" 1.4" . 51" 1 I m !1 11'v'1E A -A ELEVATION VIEW DOUBLE KNOCK OUT COURSE ABOVE T/WALL MUST EXTENDED 16" PAST LEDGER 2 PLY 1 3/4" x 16" LVL (1 ST PLY WOLMANIZED) LEDGER 20'-0" (4) 2' TITEN HD 'a - ~ M m X CL -117 tN -C co �D cti N U U cr, w a- -0 E c a O N 00 < :3 C U w O tit • � `,., 1 ••FV IS 25 `a W 'b'if 7: ci`•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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a E Lo d a6 02 iii � LL W rCpJLL M J LL_ W a _ v o � � N u7 O W 82Or�jO' m w IL Z N N Z d J Z OU U Cn W DD O z z z C1 axi6 w 11)O LL' N C m U d U LLr J � Ep 8 z U C 0 • O M M i W � wa 0 a� Z• Q E: U Co(O C � xU °wa so V zO o i< �$ iz w� N @ L g QO mi ram+ C �UOY ZLL z �z � g o W � 0 � NLL _ GIs V z�la a 3 0 •� MT a r— C)Q T 07 " O � 0 O CQ m Q +�•+ CN LO y-' o O � N M LO ' In CD o ? Z E EL E U -1 Q 0 _ 3 JOB NO: 22-05614-05611 SCALE : AS NOTED SHEET NO. D2 I r i1■"IIT'�'1��"'IRlp�glg11�1'i -�*� STRUCTURAL NOTES NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308,3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. WHIRLPOOLS, SAUNAS,STEAM ROOMS BATHTUBS AND SHOWERS. GLAZING INDOORS AND ENCLOSURES FOR HOT TUBS L OOLS 5 G G 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 244NCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM ) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES 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 Xz 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 RAD) 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 18INCHES (457 MM) FROM THE RAILING. STRUCTURAL NOTES 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 61TMS 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 BOTTOM CHORD (ATTIC W/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 3.3. 2 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 ASCEISEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2• SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 2" 1 Y" y4" CONCRETE TYPE MIN. 28 DAY DESIGN ft) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi STRUCTURAL NOTES 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 If NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 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'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE 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 T-0" away from the building side walls. 3. ImgatioNsprinkiersysteins indudin all risers and spray heads shall not be installed wt�hin 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C mete ove and mortar along the foundation perimeter must be removed be ore extenor�os I 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 buildingg department by a licensed pest control company before a certificate of occupancy willbe 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: 513 + 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" 1Y4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8" 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 /". 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. No O N M cli IcaX . ' U_ a. N " ? (U .0 m N Y Q � -- Q) C D O U 0) 3 >' tri O O < C (� O LLl t� 1 •"e \ fC �J U ��o • Oy a, TZ • �:/y �. r :lam Ai ..... N: 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 E g �$ 0 Cb t� 0 .00 N N LL C, C J u w fpLLLL w Z t �' rL o WF 0 'mNtO d Z `n M ZCL ZN OU U W 013 Z� 0 Z N 0) z g Z A a a - N to z 4-J (6 w Ow c y NLn r'n U 8 Uz Q N 00� W Z M z O �o s LL R pp a o Q1i E V m t_�Z §S oa " o Z~Eo$a c U U •a' t~`p �g mo .Ub .0 ZLL Z ;C to J O Q w �m ° U `S Q GGa 8� yLL N W W T 3 �f y 2G ? 3 millg � 2I6 U 3 c o T > M m H L t� O O^O _ � O Q �_ CD� rr^^ m v! Q N HCN In M O CD "= c M N O M U') M T d to d Z Ev a « v _j ¢ o c JOB NO: 22-05614-05611 SCALE : AS NOTED SHEET NO. SN -- THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH 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 HOME H C G GARAGE SIDE 000 5'-0" - STUB -OUT FOR 0 1'-0" o o GAS METER ' v U cD F N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 81-6" (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" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x — lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap r r 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 Y8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges FILL CELL STD. 90° HOOK BOND BEAM SIMPSON MGT w/(22)10d w � NAILS TYP. �GIRDERTRUSS a STD. 90" CONT. #5 > I HOOK BAR r 2X TOP PLATE BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGIrJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from it OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min.) Small gap 2" min. 2" max • � 4 max. Q Clinch nails when possible 1 Tight fit U 1� 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist BearingLocation Series I Depth I End Intermediate ® BC15000s 9-1/21, 11-7/8" 2-8d 2-8d . 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® 13CI6500s® 9-1/2" 11-7/8" 1 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 1 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d �1_4�' 2-8d 5-8d 16" 2-8d 6-8d BCI90s8 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d W 6-16d 66-16dd - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER- - flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column wl loads higher than 15001b. BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 pif max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* When joists meet over wall, provide -13/4" minimum bearing for each. Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls nails require additional consideration. SECTION @INT. BRG. WALL — N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) rst UUI ANTVVIrltr•tt 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 1Y" DO NOT CUT HOLES LARGER THAN 1Y2" ROUND IN CANTILEVERS. 8 T-U' T1' 1' Z' 1'2" V-7 T-3" T-T' T-11" ^cam" 2'L' 32' Arty 16' joist 12 7-3-7- T-a' T-1" T-2" 1'-2" 1' 3' T-9' 7-4' 2+-11" 3 7" 4' 2' 4-9' 64' Span�t� 16 T-0" 1'--1" T2' 1'2" 1' T' 2:-F 3'-2' 3'-10" 4-3'' S' T' 6'-C' T2' 20 T-9' T-1" T-7' 1� Z' 2'-0' 3'-0" 4-0r' 4'-10" 5-11" Ci-11" T-11" 8'-11" 24 -0 1'" 1'-1,• 1' 2'• 1' '• 2'�.," '.x-T' 4-9' 5-10" T2' 8-4' 9-6. 10'-9 NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7, 1Yz" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Plumbing Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. '--.,Install tight to top flange. Joist hanger y \ - Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap 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"-T gap at top of bottom 1/4%2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. 5/89 THRU BOLT I,C SIMPSC wl(22)- NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )IFFASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM) SEE PLAN FOR �• c . • 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. 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 1 112" • REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE a a • �I�''lllllll� • a ,v{ PLUMBING LINE PVC OR SCH40 SLEEVE ° 0 SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-O"_\ CENTERED @ PIPE PENETRATION a PVC OR SCH40 SLEEVE r-PLUMBIN rG LINE Z \ • a • ka � SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION a PVC OR SCH40 SLEEVE PLUMBING LINE °Q °f °a ° � ° ��IIII,; I�r- a I r- a SEE FND. PLN. SIZE & REINF. .a N O 0- ca N <. _ c•t L o c G c o m U N N a) 3 W 00 �03L < ::3 U 1✓ c� 5-- 0 W tl •+- ,.J%\1111111Ifillltpf / .•; qoS - ltiJ ���C✓ _ A C14 0 ., P L 0 f' ••.....•`L N �SSpIO� To the best of the Engineers knowledge, information and bel ef, 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 E 4 8 .90 N —in M `N- � s 0)) tn'12rZ3? 2 0 N 0 LL N J LL LL W J U. o Z a q 0 o- 2 W C',�0e W ��rn it S W Coui 'Z cc J z a us zN N 6 U 9 U W ❑❑ 0 R Z N M z z Q _ a —Npp Z O s LL a--+ PO w � V — � w 0-a)- (n C N W W v I c Q � w o M �W � sg Z0 14=_• E OV t— (6 - E waj 8 0 � oa W IC 7 j $ Z ffi. t '0 C N p 8 " � o Z �i co J cab a5 im Rz Wto Co3 Si;�G 5 � Z� �w °zIa $r c� 3 o T > M 2 C, m cc � H o^^O O 0 Cn '�/Cr/�� 2 O Co V J m Q 4-1 4-0 C14 CD 0 }. Q LO corn ` T E c z l0 E y a m a v w U � Q o c 4) JOB NO : 22-05614-05611 SCALE : AS NOTED SHEET NO. SN-1 s TV "Fill 1 I �IIlI 3 rn 0 0 M 0 0 zt cc 0 L0 0 PF 2 Cn I M 0 -f L0 0 0 0 3 C N i E 0 C 0 0 'o i :o i z N I Y 0 0 cN� O rn 0 0 a N L0 m 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B V 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" 11) FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. c� I TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH ``' 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER SHINGLE ROOF, SHINGLES TO e E IN ACCORDANCE w/A STM BRI - - -_- °° . ' I C D7158-CLASS G or H, or ASTM - I_ P •? D3161-CLASS F, IN ° TI 12 ACCORDANCE w/ TABLE I - TYP. VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) - F r RESIDENTIAL ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG FLFV_ VARIFS/Jii� SEE TYP. WALL SECTION SCALE: 3/4"=V-0" 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @GARAGE W/A HABITABLE ROOM 12 N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) 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 M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 11 NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE Cr E> 6 MIL VAPOR_ BARRIER p 1 — � • • — T COMP. SOIL. • (COMPACTED TO 95% MODIFIED PROCTOR - - ASTM D1557) 3" MIN. CLR, (2) #5 REBAR CONT. N CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. UO 4„ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS �. z M .. _ :•4 °Q t•�, .t' SEE A/S3 OR J/S6 -``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. 0%) IV I vIl iIV 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 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 Y8' GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e 1 „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR „ GYP. TYPE 1X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)1Old 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 @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION 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 IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS T STEP, SIZE OF FOUNDATION AND Cl) ELEV. U-0" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P•T. BOTTOM PLATE 211 ATTACHMENTS �2" A.F.F. x 6 W1.4 x W1.4 INCLUDE THE WALL N, 6 x 6 W1.4 x W1.4 � ° I1 z WWF OR FIBERMESH WWF OR FIBERMESH 31/2" MIN. 3 1/2" MIN. A.F.F. 2x4 CONT. w e ► e , 4 J' n S /2 11 I1 / 11 11 31min. 4 �, - o e • . ( )- _ �� ��1/2 (min.)-4 00 2_ — — e0 GARAGE DEPTH VARIES G 31/2"(min.)-4" ° • 31/2"(m L. G t s ' I— (2) #5 CONT. 4" 1'-4„ 81, (2) #5 CONT. 4" ,-4, GARAGE SLAB AT STEP KB U.N.O. MIN• TYPICAL BEARING WALL MIN.STEP TYPICAL BEARING WALL STEP SHEARWALL C @ rc C SCALE: 3/4"=1'-9' S3 SHEAR WALL SCALE: 3/4 -1-0S3 SCALE: 3/4 -1-0S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 1 11 O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. e -40 —04 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C J 10 M >MM�o s LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ caN� 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8 C.M.U. FORM SUBMITTED WITH PERMIT / INTERVALS NOT EXCEEDING I I 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: SEE SECTION C/S3 FOR 10'-0" (R302.11) d• #5 VERT, IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR �, LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR 5/8„" x 10",, J" BOLT @ 24" 0/C W/ 2" X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. � I PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 I I I 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) wl (10)10d NAILS N 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR a w BOLTS 6" MAX FROM END OF 2" x PLATE F6x6W1.4xW1A N C - WWF OR FIBERMESH - E � TYP r I ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR 0 v n e GRADE _ N — ., n . t+ — �_ z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy-- 40ksi a , . . A . ° MONO OR STEMWALL ? �'� — a A \ P FINISH GRADE O0 25" MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] g — r _ D o T r FOOTING MONO SHOWN FOR CLARITY ° �, __ g _ O0 6 MIL VAPOR BARRIER \ e. • ° _ - o r R 1 7/8" LU _ ° e - - XX J lil --1 'I I Z- — jjT—T[[ Z #5 REINFORCING BAR #5 LAP SPLICE — — — — NOTE: - - ={ lI III=I ! I - • e — 1 (2) #5 COI` - - * FOR BEARING WALL -I - _ 1 _ _� , _i , I I � i i I I iv r COMP. SOIL. (COMPACTED TO - e . 36" MIN, LAP [36" MIN. LAP] ON 3" CHAIRS g° 1 ��" g° W/ UPLIFT ONLY - _ _ i i _ -' '_ 95%MODIFIED PROCTOR ASTM _ - 10" �P') F_II ��ITiIIIi li ���I�I ll III:= I I= III 1 ill D1557 ) 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK #s LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT KG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. 6x6W1.4xW1.4 MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT I BLOCK WALL BEYOND 13" O.H.D. RECESS d N ' M e. - �- 4" TT "y SEE A/S3 OR J/S6 I �_ FOR REINF. INFO. I 1 1 3" MIN. CLEARANCE 1'4- (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALAh eI Q INTERIOR A. -3 1/2" a. CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB .m e 00 -�..7 •�-•�-(. CV I —I I I co 6 MIL VAPOR T BARRIER 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM col (3) SEE PLAN SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. " " " xCONNECTION INFO ° SEE PLAN FOR _ _ " " ' • TOP OF BEAM & LAYOUT DESIGN a a e SEE ROOF PLAN OP e a ° M (2) HTS20 FOR STRUCTURAL = BEAM SIZE & rg CONNECTION INFO c ) 2x4 #2 SYP P.T. FRAMING w/ 1 MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 811 z ATTACHED PER NAILING FOR REINF. INFO. w 0 SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o W CONNECTION INFo. SLAB STEP & RECESS 0 S.G.D. M SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 I I 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8"O.C. ci TO FOUNDATION PAD !6 INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL I I MAT REINFORCING. N ' ON FLOOR PLAN w - > SIZE VARIES PER PLAN MIN. #5 VERTICALS r> CONT. BEAD SEALANT Q w/ (2) 00 GRADE > FILLED SOLID (SEE PLAN FOR -' _! -' =' I LLLI _ 6 x 6 W1.4 x W1.4 N �i w w SIZE AND REINFORCEMENT) t7LU ! I • �= i� :I r WWF OR FIBERMESH •' w z _ U-1 --i - w BRICK PAVERS or SLAB PER 0 o ! �G • �• _:_ -_i z a 0'-0" FIN. FLR. COMMUNITY SPECS -' LL _ � , i ; III _ ,'' � = I- ' � J - -I — — --- - - -' III- - FOOTING :' Lu =1! I ,M = 1 1 =III= BEYOND •� PAD REINFORCEMENT -'''-I' I- 3" MIN. CLEARANCE ~.•'� t' ••• SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH 4" 4" : CONC. PAD INFO. SEE SCHEDULE r INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMINGrCD'12PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=V-0" S3 SCALE: 3/4"-'•-DSCALE: N.T.S. S3 io *,,:- N -., (Y CV N C'. � X 17,1 I_ a 04 L � N Y C .Q d (5 5' N 3 ., w N�Q..Q E c 0 0 CU z ca >ja FLU E ! p g l i a/��if ��'0oe�q��gi1il ,rah 0 9 R O� �+ f_) -7 -10 , V. 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. fn 1- e 0o 93 L to uirrA J 0) M CD 2g 4 LL C J Z LL ,R LL V" 55 w d 0 z(V C °. se 0 OC 0 @N� ��pjO' m w ; N (7 Z J ILJ ILW OU z W C31 3 0 z N N z Fz- < a z � � o (U a--+ � U io O—� w $ N c �N c� W� $ = t U" r3 „ W Z M lJL Eo o aoo w=® ¢ s r� a (70 Up (O I- X j 0U �1 C:, w ro Cl) C 22`; o Y U mo O Ili Z aw N as s� gZ �6 � oLL yZ 01 Mj V' Z¢ a U� o r o^o � O T Cr O .2 c�fl Q H Q M °' E LO z cc Z �0} U) V c o' a.0 J :20 J JOB NO: 22-05614-05611 SCALE : AS NOTED SHEET NO. S3M 3 v 0 M cc 0 I Lo 0 F_ 12 �9 0 ri t2 0 7t Lo 0 t N C 3 I' a i C E O S LZ 0 CS i a I Y J EZ N S 0 a R N c v N 12 �TYp) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) -� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" Ll SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE 7-7 Zq no TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SL� SEE TYPICAL WALL SECTION 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/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER 4-'STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE OOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF TO DRAIN TO OPENING DOOR OPENING ✓ ❑ ❑EXTERIOR ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ 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 KB MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1)#5FOR CONCRETE PLACEMENT H I�!I— NOTES: 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 96 3/8" 88" 71" 58" ill - I 6 3/4" 31/2" 0,, SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL LLI o FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY .. '. GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. sFF �O� N 2x CRIPPLES @ —i 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -Ct 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 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) (2) (1) LSTA30 V -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 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) BOX HEADER 12d TOENAILS • 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 FN��C ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL K'Q SCALE: N.T.S. �S4� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. 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 BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) Ui O/C FIELD 2x TOP PLATE 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)10dx1 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. 90" HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF 48• SPLICE STAGGERED //-10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 14116d TOENAILS TO YOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SP4 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 /' RECESS SIMPSON SP4 SIMPSON SP4 / SIMPSON SIMPSON SP4 SP2 Pu r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" ?OXIED A.T.R. t&NUT OXIED A.T.R. t & NUT 3XIED A.T.R. t & NUT ROOF TRUSS ABOVE F 2X BLOCKING I 2X8 P.T. BOTTOM P TE G' 5/811x10" "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" Q.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A crer_r_GOGr� TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD 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 R SCALE: N.T.S. N et O N 0 0 N N S.Wx a Lrr '4 c U .N Q .� •� A G) . CL s c� N Q O I ::3 C 0 .r== >jp• 0A. feer. ✓ " •; : r 10 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 Engineer's signature and seal. a E t� m 0 C 0 0 • "0 S fA 0 rr rZ t N0 4� Q C LL W Ca LL LL a. _ - v Lou 52 � c 0 W �Nm 1- L z N CO Z Q J J OU 0 00 Z ca W ❑❑ � R z N z J a M V _ Do--+ w UW O w In c A N .O ' CO U asI.11 J L U ' C (2 Q Y • Cq e' t to J W M co L.L. E- - Z ' R g E - ��° Z• 4 N Fz XU oa Up UV z N � oa �� wg °z wZ L Qo �i :g >= coCn o sn 0 Z u > 2 z N J m < m 02 2 2 U W�W a C) o� o �� yLL Z �a =3 f IIIIIIIIII�CD o co _10 �o o� ¢ U 3 c o T > COca = 4' F- L 1� 00 co T O Q O , T_ Cr O cCo0 +�-1 CV H Op c CD CO Q M T T E , •LLO Z M z :3O E d- M a E v :3 v ¢ o c JOB NO : 22-05614-05611 SCALE : AS NOTED SHEET NO. S4M �I `aA SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (I 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 DETAILS (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. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45'± / 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 LEDGER TO SILL 1/2"CDX PLYWOOD OR (2)10d 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 SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS wl 10d NAILS \tm 2� N =N THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12 O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 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) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 911 IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 `- DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3)10d & (2)10d EACH JOINT w/ (3) AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 112" CDX PLYWOOD OR 1/2"CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" • AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS 2x4'T' ON TOP OF PANEL 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING FASTEN WITH 2x4'T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH 1" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 10dx3" 4" 0/C FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT 48" O.C.X2x4'T' ON TOP OF PANEL �° INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. I I I BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SS SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP " SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° `� SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ -WOOD TRUSSES `� 0o 1 1 � 1/ 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM •2x4 RAT RUN BRACING " 1 2" RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT W/ (3) ; BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS ATTACHED W/ 2 -16d 40� 10� NAILS @ EA. END AT EA. TRUSS JOINT 11 " 2 2 x 4 LAMINATIONS W/ 1 ROW () () " 11 11 11 (3) 2 x 4 LAMINATIONS W/ 1 ROW () (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OC OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE 2 16d NAILS ( ) 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 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) 2x4 BLOCKING 2x4 "T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'7BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE 711 SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) SECTION 16d PER SIDE 3 SECTION 4 SCISSOR GABLE'IT" BRACE 7 SCALE: N.T.S. SS SCALE: N.T.S. SS AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 10/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/ 10d NAILS @ 6" O.C. SIMPSON HGAM10KTA 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 PANEL 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 BLOCKING FASTEN WITH 2x4 BLOCKING W/ 10dx3 @ 4 O/C (2)12d TOENAILS NON - LOAD BEARI G LOCATION rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g _ SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" SS ADDITIONAL INFORMATION, SCALE: N.T.S. S5 SCALE: N.T.S. SS IIINIMUM 2x :ROSS BRACING 5EE PLAN FOR OCATIONS) (2)16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 W� SEE RSH SCHEDULE FOR ATTACHMENT TOENAIL w/ —j \ `-2X4 #2 SYP BLK'G @ 16" O.C. (2)16d NAILS (2)10d x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP w/ 10d X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ('10 SCALE: N.T.S. S5 VV1Y 1. ULr11All \l GABLE END BRACING DETAIL 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 `- 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) 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • W `BRACING w/ (3)10d 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.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 3'-0" 3'-0"- 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 211x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 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"=l'-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 HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. MM ks 11 �IIIYI I■�Iwo N NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED 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 rL� 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 ti O N `-_ U 04 N c!_ CO X -41 (.; u- p_ C%' -n 0 CD 1 C4 b t� Q =-= •13 N � C as CD u Cl. -0 Ec 0 0 C U ¢�COo� >�6:0LLI .s,011111?ii fP/f�f�:. r� b '— ^ - �l `4 ti 1 1 ., G T Q r + N 4. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � aW- 8 E is v a _L_ �NO� qk _J LL W -9 L W (L Z 2 " t�p � R. j-29 0 0 W 03 9) m w Z oo 1n Cl)N Z d J M (y J .j O U y c9 Z z a � a tN z 0 0 U- 1•=1 W }� O 111 s N c �' in U '..,, S z .c U ( Q j • CID M y Z E Zo 0 tN n3 io °<a" 00 0 5 z o E N �i ° ao a 1Cz Z .,�, CON Hos SU mo mi 0¢ 2 aw z i5 J w 30 �° gb U W3 hE �3 JZ. g �t zIa ° 3 c o T > M m co � W � co O 00 co T C) Q C�_p " m Q � N O CD c N O M m ' E V) 0 o Z Z H E Nt y m c a tJ Q p JOB NO: 22-05614-05611 SCALE : AS NOTED SHEET NO. S5 SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE JIS-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 'END SHEATHING TO )F BEAM OR GIRDER ITE W/ ' O.C. )OR TRUSS/JOIST 2x STUDS @ I " 2"x BOT. PLATE (2)10d @ 6" OX PRE-ENGINEE FLOOR TRUSIr FLOOR CONNECTION 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. o SIMPSON HETA20 w/ (8)10dx1 1/2" N NAILS AT EA. TRUSS wl MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. 15/32"OSB �I EXPOSURE 1 x II SHEATHING PROVIDE II II BLOCKING AS REQUIRED PER II D II SECTION X-X IF NOT FULL HEIGHT SHEET C II II II III G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I T —7 II TF EXPOE EXPOSUURR F I I 1 f.. SHEATHING w II II II 2 SOLID 2x o III C III II II II I ALL BLOCKINGSHEATHING C 0 EDGES (SEE III OPENING SECTION X-X LLI III C III xIL II II �w II x IIlIfI E 2x STUDS Lu_III IIIIII F11I II II BEYOND. 0 SEE PLAN o I I I II I II II I 0 � �- I Li 11 _II 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WA/AI I rI r1/Arl^x1 r%IA^r%AAA 3/8" "S" = NAIL tea" SPACING 3/4" S 1/2" S v2" SINGLE NAIL EDGE SPACING DOUBLE NA EDGE SPACING 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 X" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END W. JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT W. PENETRATE SURFACE MORE THAN Ye"• ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z U. @ NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 QD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. r=n O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. O w/ 8d COMMON NAIL uj j W J w O W O PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER 0 00 N w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. w of F m LL ,r @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w 0 0 F MEMBER IF GABLE END It W " NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN, 131 X 2 1/2 • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" B.U.C. AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4#2 FOR UNDERLAYMENT NAILS TO STUD & (8)10d x 1 1/2" TO BAND SPF TURNED VERTICAL wl 7/16" ROOF FLASHING AND ROOF FLASHING COMPONENTS REQUIREMENTS SEE R905.1.1 JOIST AT EA. STUD PROVIDE CONTINUOUS (8) 10d NAILS TO FLITCH PLATE TOw/(2)12d TOENAILS EA. END. NAIL FLITCH TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. 2nd FLOOR WALL BLOCKING FROM B.U.C. TO MASONRY BELOW STUD PER STRAP PLATE TO VERTICAL wl (4) 8d NAILS CODE 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN 2"x BOT. PLATE W/ S 8d NAILS @ 3"TAGGERED FOR SHEATHING S ACCORDANCE w/ ASTM D7158-CLASS G or (2)10d @ 6" O.C. FLOOR SYSTEM 12 H, or ASTM D3161-CLASS F, IN SECTION X-X ACCORDANCE w/ TABLE R905.2.6.1, 1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL BAND JOIST INSULATIO ROOF SHEATHING -SEE NOTES: * USE SCHEDULE - [RSH] - ON BAFFLE FRAMING SHEET FOR *SIMPSON LTP4 w/ LTP4 & EXTEND SIMPSON MSTAM36 C WALL SHEATHING INSTALL. INSULATION P SHEATHING AND FASTENERS (12) 8d A 1/2" NAILS SHEATHING TO BOTTOM OF RIM &NAILING SCHED. CHART ON FLOOR @ 24" O.C. S6 PLAN ALUMINUM DRIP EDGE BOARD/BAND REVISION 12-7-2020 1st FLOOR WALL JOIST FOR ALUMINUM FASCIA SHEAR WALL 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" ONLY. (6)1/4" x 21/4" TITEN MASONRY WALL BOARD PER CODE W/ 1 3/8" DRYWALL SEE STRUCTURAL SOFFIT SHEET SS NAILS TO STUD & (8)10d x 1 1/2" TO BAND SCREWS TO MANOONRY NAILS OR DRYWALL SCREWS 7" O/C ATTACHED WALL SHEATHING TO JOIST AT EA. STUD WALL PER STRAP s)�7N FFA �o CEILING & 8" O/C WALLS 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" WOOD TO MASONRY �Nw 2-ROWS 12d NAILS DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS O.C., 2 ROWS 1x2 2ND FLOOR FRAME CONNECTION E CONNECTION W/ MSTAM36 LL STAGGERED @ 12" 0/C EACH FACE OR 3-ROWS 12d NAILS TO TOP PLATE wl (1) SIMPSONATTACH. @ NAILER STAGGERED @ 12" 0/C FOR CORNERS, SP2 MAYBE SUBSTITUTED w/ (1) H2.5A I— PLYWOOD SHEATHING @ WOOD 1ST FLR. SCALE: N.T.S. S6 SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. S6 2x CRIPPLES @ 2"x10" OR GREATER HEADER 2X BLOCKING @ EA. WALL � rn NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 UPLIFT CAP = 928 PLF vVV 16" O.C. W/ (2)12d SHEATHING JOINT FOR MORE INFO SHEAR CAP = 355 PLF TOENAILS T/B SEE FLOOR PLAN NOTES FOR LU 11' SEE J/S6 FOR ADDITIONAL INFORMATION. REQUIRED CONNECTION 16" O.C. 2X S.P.F. STUDS o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 14 (2) 2x HEADER SEE PLAN 2x BOT. PLATE W/ (2)10d @ 6' O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER J �A METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD j • INTERIOR HEADER. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d w = LAYER 1/8" THICK. 10d NAILS @ (1) 2x SILL PLATE W/ (2) COMMON @ 6" O/C EDGES AND 12" O.C. FIELD INSULATION PER N BOX HEADER 8 O/C TYP. 12d TOENAILS 1/2" GYP. WB OR 318" PLYWOOD/ TYPE 2-M-W I `�' CHART ON FLOOR PLAN ONLY DOUBLE 2x • EXTERIOR HEADERS: OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR B R CRIPPLE STUD (1) 2x SILL PLATE W/ (2) AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED TYPICAL (U.N.O.) 12d TOENAILS PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL S6 S6 • OPENING LARGER THAN 4 FT: DIVIDE THE CONCEALED SPACE INTO APPROX. EQU ' SPACER (1) 2x SILL PLATE w/ SIMPSON AREAS. BLOCKS LS30 w/ (6)10d x 1 1/2" EACH SIDE FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT 2x STUDS TYP. HEADER SUPPORT PAPER FOR TRUS NO. OF JACKS & STUDS - MOISTURE P.T. BOT. PLATE REQ. AT OPENINGS . BARRIER 2x4 RIBBONS �F 0'oF R70 FLOOR TRUSS / OPENING 2" x 4" WALL 2" x 6" WALL STRAPS 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" �7i�(,, R SIZE JACKS STUDS JACKS STUDS BEAM EA END EA END EA END EA END SIMPSON GYP. TYPE ")C @ GARAGE ONLY) W/ 1 3/8" STRAP 1'-4' (2 (1) 2 (1) LSTA30 DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 4'-9' ( 3 1) LSTA30 "T" CORNER SEE PLAN FOR REQUIRED 9'-16' (3) 3 (2) (3) (2) LSTA30 GYP WB 8"x8"X16" CONC. KNOCKOUT CONNECTIONS INSTALLAT1/2" ON PER CHART ONIFLOOR PLAN BILK. W/11#5 D CONT. FILLED SOLID W/GRO TYPICAL 'IT" AND CORNER LOAD BEARING/EXTERIOR FRAME NOTE: LAP SHEATHING TO BOTTOM OF DETAILSrN DETAIL FLOOR TRUSS 0 WALL HEADER DETAIL K'M BAND JOIST TYPICAL SCALE: N.T.S. S6 SCALE: 1 1/2"=V-0" S6 S6 ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) U LL J 4'x4" INSPECTION PORT AT NOTE: SEE TYPICAL WALL SECTION C/S3 FOR SEE SHEATHING 2x BLOCKING HORIZONT PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO a w EACH FILL CELL TYPICAL ADDITIONAL INFORMATION SPECS ON FLOOR @ INTERVALS NOT 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE EXCEEDING 10'-0" (R302.11) 2X STUDS @ 16" 0/C BASEBOARD 'r' N TO CUT BLOCK OR POUR DECKING SECTION J/S6 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" 7/8" STUCCO FINISH PER ASTM C. 926 MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE ATTACHED WALL SHEATHING 2x BLOCKING HORIZONTALLY EMBEDMENT 24" O.C. W/ 2"DIA. @ APPLY 3 LAYERS W! TOTAL THICKNESS MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 811 x 3/16" PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS MUNICIPALITY t 4"to 6" BELOW GRADE @ 4 0/C, 2 ROWS STAGGERED �- " EXCEEDING 10 0 (R302.11) N EMBEDMENT @ 24 O.C. W/ SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) N 3/8 THICK EACH. 3RD LAYER 1/8' THICK. c • .. SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 w/ (10)10d NAILS °T• -=�►, • NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. AT EA. STUD A A. . y c FINISH GRADE o0 •' ' FLOOR TRUSS SEE FRAMING PLAN 2 x STUDS 16" O.C. @ TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 2X P.T. PLATE • \ c0 FLOOR TRUSS SEE FRAMING 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH I c WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. • . :• - t WEEP SCREED 6x6 W1.4xW1.4 — — ' . 6 • a z T 4 PLAN INSTALLED PER MANUF. - - J7— — _ _-= =� •a' ' +• ' WWF OR FIBERMESH .. • -va �==� = - - - - - - -'= - N —_ \ 00 2"x4" CROSS BRACE @ 48" I I SIMPSON HETA20 w/ (8)10dxl 1/2It .. . • ', . cc T _• • ' C'' -III=III=III=I I •.. ° • FINISH GRADE • • _ O/C FOR THE 1ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS ' •' :. 0.: III=I I (=III I I I STD. 90'HOOK tt END WALL W/ (Z)10dx3 @ EA. N BLOCKING & MIN. 4 EMBEDMENT _ •' _ _ •. • • . • 4 z (3) # 5 REBAR ON 3"CHAIR " �� (SEE DETAIL) END INTO 2"x4" BLOCKING IN KO BLOCK I I r W/3" MIN. CLEARANCE 4 1-8 -III=III I I III= r (3) #5 CONT. ON 3" III -III e r TYP 2-STORY WA111-4 LL SECTION J SEE DETAIL FOR 811 1 1 v Q„ CHAIRW/3"MIN. o I' i III-1 I 1=� I' MORE INFORMATION CLEARANCE 11 i N (3) # 5 REBAR ON 3" CHAIR 4 1-g REV. 03.16.21 SCALE: 3/4"=1'-0" S6 W/3"MIN. CLEARANCE 2ND FLOOR FRAME CONNECTION R INTERIOR 2-STORY FRAME SECTION S ry ALTERNATE FOOTING PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 @WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION. FOR ADDITIONAL INFORMATION. T3 (i.) --C O N ) C_jL � X N C.• i� IZ .3 -n 0 �- N N Y C C C < O @ U N j CI) .��✓ O Cc2..1Z (a /) 0 O v rat O W , �"si�ill;FilPdPr! • \v (A N 1<1 �SSiGN�\l��``�`�`\ To tte best of the Engineers knowledge, information and belief, the structural plans and spedflcabons contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E N o - vN d rn Co aD —4) Lo r 0 7 rA aQ Ili M v °• rL -� L W U. �Cp -9 LL w a v V13 i 3 MN O W wo pjO. m w ILy�7, Z 0 to N Z ¢ J N OU y Z W ❑ U' V z Q) 0 a '�+ U ca O W 8 �V) c �' � CB IUL! E c 0 a 8, S M z LL. E� o0ze �9 awo m 0 *g '0 zC:) E N (O �8 az �� ro �� m0 8M yT N2 J 7 QW � Z a0. WCL IIIIIIIIII� i� Z 1- � � 0 o T > (Yi 2 CD 25 _ M L co O 0^0 s— CC o O rr^�^ v J C.O m Q CN 1--- 04 L0 p O -� Q M rn T T ui DD ; C) o z z v; E d. �, a E v ?3 U Q c JOB NO: 22-05614-05611 SCALE : AS NOTED SHEET NO. S6 r' 17 LT A rq' my IRT�RRhf� r"°r n ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 13/4x11 VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED P NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H D -,--2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS rr\P9 nl[%r AA1r% nl ldl I1L1C/1P]RAA-r1^k1 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED I' 1 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE-----' AT STRINGER CONTACT POINTS E—� 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 SYP BLOCKING FOR STRAP (SIMPSON \ _LI -2x8 SYP DRYWALL STOP MUST IL NOT TOUCH STRINGERS / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING "I4GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: 4" JOIST f7IIIt7 SYP 2x8 SYP SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN \ WALL STRINGER MUST MAKE FULL / CONTACT WITH LANDING SIMPSON A35 OR / LSC EACH STRINGER I �A ALIGN THIS STUD WITH FACE OF 2ND RISER ----------------- i I 2x SYP CUT TO FIT 1 BEARS IN WALL I ---2x12 SYP BEARS IN WALLA I 1 11 All- 1 1 ` '----2x6 SYP / 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ (i S d x 1 1/2" / 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 F —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 STRAP GLUED TO 2x12 SYP ( SCAB 2x4 GLUED AND NAILED (EACH STRINGER I SIDE) TO BOTTOM EDGE OF 2x12 STRINGER 2x4 DRAFT RISER AND TREAD STOP X, A-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS �/// / 4-�2x4 BLOCKING FOR 2x12 // I 2x4 PT UNDER 2x12 C I 1 ROVIDE MOISTURE PROTECTION LACH ALL COMPONENTS / STAIR TO CONC. W/ J" X / TAPCONS @ MAX. 32" O.C. '--ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/T'X \ NAILED TO STRINGER 2" TAPCONS @ MAX. 32" O.C. \ / SECTION VIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER SYP FULL CONTACT WITH LANDING i — G.1 TOP OF ' \ STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / / STOP 2x8 SYP DRYWALL STOP I MUST NOT TOUCH ' 2x SYP CUT TO FIT I 1 STRINGERS BEARS IN WALL I 2x12 SYP BEAR I E—~' I IN WALL I 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 1 STRINGER \C 2x6 SYP ` \ 2x4 SYP BLOCKING OPTION: 2X4 CUT ON FOR STRAP BEVEL GLUED AND 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ NAILED TO SUPPORT AND NAILED TO FLOOR WITH GLU (14) NAILS x 1 1/2" W/ SIMPSON H3 — / / AT STRINGER CONTACT POINTS \ SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL _— ----2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" RINGER 2x4 GLUED AND NAILED SECTION D—D -3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING Qx4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC I I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE---' AT STRINGER CONTACT POINTS �u SCALE: 1" = T-0" `f-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LIXALUED AND NAILED TO STRINGER 41OR DRYWALL SPACING H SECTION VIEW "E" SCALE: 1" = V-0" —� NOTE: 2x8 ' \ DRYWALL STOP / NOT SHOWN E SECTION VIEW - STAIR CONSTRUCTION DETAILS SCALE:" = 1'-0" (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SECTION VIEW "C" SCALE: 1" = 1'-0" ILFLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR F (2--It) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POSTL�� "X16" LVL FROM JOIST TO JOIST. USE OR 1 ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" NEWEL POST BLOCKING F SECTION VIEW SCALE:" = 1'-0" SCALE: 1" = 1'-0" JOINT _TO )1STS) NAILED AND > TOP PLATE 4TO RIM BAND, ID NAILED TO WALL BELOW NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES JOINT -TO 11STS) H ff/ 2X STRING�R 2X BLLOCKING PSON MTSJ2 w/ ' 10d x 1 1/2" AILS \2(VD OR 2X BLOCKING 3 RISL;e / VARI E ECTION VIEW "H" SCALE: 1" = 1'-0" 't3 N (' h O C �- C, . ca X SZ- Y - J `rJS-�LQ Q (L y (6 0 O O i... lV _ ...2 O. >>CL•�-W i P/ ,.,�1�•��C4EIISiPIil�� 6. 7 K/ >ff°�i•. PLO To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the?020 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. 9 4 c gs N Cf 8 v CD ' 0 '' W 10 N O at LL a ,;Ma Q C J W Li: LL tL Z -ern o- 2 pc' o a• 7 CONS W0�pjO� m w LLz Z NZdJ ZN OU U U 2 v a Z 'n - //���� Z M 0 -8 V/ u, s OQ) V) c cm U � l3J J L V U Q 0 O y w 2 M C. Q 0za § E SO 7dF zo Q E O U 50 Wa O E Ez O� zcli O co C C ZZ o Y y O m`0 0 O LL ♦J Q W 1° s 8- W Hz 0 �C a zlaCD a Ov 3 c o T > (n 2 m Q 11Z � F- M L r— �00 OCr Q T O � v ' m Q ' N 0C*4 c .� N M LO M� \" l ` T E O 0 l0 Z E tVVI� y E f0 c c a E ?: 0 _j a o JOB NO: 22-05614-05611 SCALE : AS NOTED SHEET NO. ST f,,L..l' rl'�����""�Rl1�11gf'! I�'A►ji•I �—,-��a, I 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 112" DRYWALL DOOR JAMB (REFER O2X8 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVALFORCON.APPROVAL FOR CONN. � j : 1 X4 �x4 P.T. 3/16"0 X 3" LONG �' FURRING ff f%�� FURRING 3-1/4" LONG X 3/16"� % FURRING (2) ROWS 3/16 x 3-1/2'TAPCONS TAPCON @ 16" O.C. & 4" TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRYTHROUGH 1-1/2„ DETAIL 1x8w/(2)ROWS 8dNALS �� 1x4 P.T. & 1x8 P.T. 3 DETAIL STAGGERED @ 12 O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN,TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. i ! � �, �,� 2x8 P.T. w/ (2) ROWS 3116" APPROVAL FOR CONN. ;" �j% (2) ROWS 3116" x 3-1/2" ���/,� „ x 3-1/2 TAPCON @ 16 1x4 O.C. & 4" FROM EACH ; ,, TAPCON @ 16" O.C. & FURRII 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 2x DETAIL 21/4" DETAIL STAGGERED@12"o.c. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3114" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) \_ POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR —I INTO ARCH BLKG. PER INSTALLATION DETAILS 1 /4" MAX iSOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" SECTION A -A 8" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO ) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK t 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. WI (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 TI 2 x 8 VERT, BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. SS 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 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8f, PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK-(1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. $ #5 RE& (TYPE) STD. 90' FILL SOLID HOOK (1 BOTH CELLS IL Flv��11rx x NOTCH WEB AT ±5" FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT W/ (4)1l4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. 6 „ MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. '-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —' IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL 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 11111m! d 11=11.=11=11=11=11` ?IL=11-?I ?ll�ll.'�11 �ll�ll :u.--11= •• V• • ' • • • �' • REV. 07.28.21 SCALE: 3/4" =1'-0" FILLED CELL PER FOUNDATION PLAN !R YP.) fHE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS 00 #5 REBAR (TYP,) 00 10 1# �0 10 90° HOOK (TYP.) B @ FIRST COURSE 1� 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 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 HGAM1 OKTA @ 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 FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. / 2X O�FRyq + + CFNCTH + + + + + + + + TRUSS 11 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. PRECAST LINTEL FILL 1st 4 COURSES • SOLID W/GROUT is FOR OVERHANGS BETWEEN OVER 1 112" + CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN ,. RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 114" 5'-0" • �,. • ' ' D ' #5 BAR ►• 1-0 a. ► p ► • : .• ° CENTERED W/ g ►.: • �► IN TOP o r ► KNOCKOUT / N • CHAIR BLOCK 1? MONO FO TIN 0 G 's SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL .► • • • 2 X 4 #2 SYP SCAB TO SIDE OF DIRT 4 z TRUSS AS SHOWN FOR O.H. UP TO 2 -6f, g STANDARD E?* DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. ; • 90r HOOK iv (2)10d NAILS @ 8" O.C. #5 BAR IN TO TRUSS TOP CHORD FILLED CELL " •. �� • •.� , •. , PLYWOOD SHEATHING �, d BLOCKING AS STEMWALL FOOTING SIZE AND r + REQUIRED TO MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL + + SECTION DETAILS + SUPPORT SOFFIT I SCALE: 3/4" = T-O" SEE ELEVATION J,-N�� FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M 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 EPDXIEDW/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3,-t - r -u SFF QWI=r-T m Amn z 2 U_ O W f- U Cn 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 L—J EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. -a � O O ce) N �`' ,4 L N -1� -' v 4" C 5-.G U .0 0- � E C a t4 N 'O O O C v = r :5 5 L. pW >n- s _ U 40. �F E) �� `Q .� f!/ a Illii>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 structuraI engineering portions of the drawing pages bearing Engineer's signature and seal. E N Cl Lo 0 ,; M M v va tL C J LL W LL Ma V -9, W a Z mgrn a E2 Wi M t0 N (D 0 O W co CP . m LZ N N Z Q J J L L 03 Z W Cp CD z z Q cl N Z f7 � O LL )� N W m � V O U � W J 8 c 0 a .0 o N a9 o co M p. w z LL w0 s� >6 E® EE 8 'aa+1=z= X U �`o on 00 D V 0. Z8E ao >- m =2zz owm m0 o zW= N a� rA J am <w �z U d 3 8 w� a nw W U 10. NLL o � � �Ig v �a < ° 3 o T CY) hi B t\ L M Q r__ O " r " Cr O m Q _ ~ LO �O � N O M Q j rn �r � f T E LID z '� E TT N d C E a c JOB NO: 22-05614-05611 SCALE : AS NOTED SHEET NO. SS v tK 0 0 J cc I X S 0 M 0 9 C, 0 V 3 Aq a 0 C E 0 x `v C O 0 0 J• i i N I Y 0 J v Lz: 0 rn Lo Is A 2x8 P.T. BUCK -CONNECT TO BLOC W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 2 x 8 45" DIAGONAL BRACE(S) BUILT UP PLWD. BUCK SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW. SCREW ANCHO INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ----' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS DOORJAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. P.T. ,; .�, TO PRODUCT APPROVAL FOR CONN. .'� (� 1x4 APPROVAL FOR CONN. , %�, - ��; 1 X4 1 1x4 P.T. " „ 3/16 X 3 LONG � ' FURRING 1 / FURRING 3-1/4" LONG X 3/16"0 FURRING TAPCONS �� 2 ROWS 3/16" x 3-1/2" (2) R 316" TAPCON. INTO STAGGERED @ 16" ON O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1/2" DETAIL 1x8w/(2)ROWS 8dNALS 3" DETAIL 1x4 P.T. & 1x8 P.T. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. STAGGERED @ 12 O.C. 3l16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL EACH END W/ MIN TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" 2 ROWS 3l16" x 3-1/2" O x 3-1l2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH ' TAPCON @ 16" O.C. & FURRIN( END w/ MIN. 2" EDGE DIST. -%. •' 4" FROM EACH END w/ Zxg P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 21 /4" DETAIL STAGGERED @ 12" O.c. 3-1 /4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. K SECTION A -A 1//4" MAXIt 71" 8" SOLID BLKG. AT TOP BTWN, ARCH BLKG. & BUCK 8d NAILS AT 8" O.C. AT BUCK (4)10d NAILS INTO 2 x 8 BRACE/ BLKG. 7/16" OSB ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA (4)10d NAILS INTO 2 x 8 BRACE/ BLKG. \__2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 B_B ARCH DETAIL rK SCALE: N.T.S. SS 21-011 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 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX, 8 FILL SOLID BOTH CELLS #5 REBj (TYP,) STD. 90' HOOK (1 L"77', 11 ir/ ±5" [ , NOTCH WEB AT FIRST 2 COURS CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 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 4Y," WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH 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 IF TRUSSES USED) W/ (2) #6 X 4%' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" =1'-0" SS 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. MASONRY WALL, SEE PLAN FOR REINFORCING. PROVIDE LOWER D)SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6' -0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ° �, ► REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. '_: ^ SEALANT o 0 * PRESS PANEL REINFORCING INTO PLACE. ; „ 6 MIN. LAP SPLICE W/ -0 ° ' COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. is F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE ►. ' FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p ° G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: CV ° p REMAIN FREE OF MORTAR. N H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r 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 \ ' (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 00, J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. L FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION ♦♦♦ DO NOT DO THIS♦♦ ♦♦♦ #5 REBAR (TYP,) ♦1♦ ♦♦♦ '♦*TD. 90° HOOK (TYP.) YP.) ♦♦♦ ♦♦1 ♦♦♦♦♦ +2" NOTCHTV @ FIRST COURSE THE 1♦♦♦♦ ♦♦♦♦♦ :S 1♦ ♦1 2"x BOT. PLATE W/ (2) 1 Od @ 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 r-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 HGAMI OKTA @ 12" O.C. w/ (4)1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN I I I I F CHANNEL, FASTENED PER NOTE 2 BELOW--L—k—L CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) 2x SUB FASCIA ALUM DRIP EDGE ;2x ALUM FASCIA 1-3/4"TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (") 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE SF01 STRUCTURAL SOFFIT SCALE: 3/4 = 1 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 RUSS AS SHOWN FOR O.H. UP TO 2'-6" 2x °,,FRHq TDOUBLE 2x4 SCAB FOR 2 6 TO 4''-0" O.H. + + 4FHO7 h (2)10d NAILS @ 8" O.C. + + TO TRUSS TOP CHORD + + PLYWOOD SHEATHING + BLOCKING AS TRUSS + REQUIRED TO + SUPPORT SOFFIT 2X4 SYP . . EACH TRUSS CONNECTOR - SEE LINTEL SCHED. ENTER SO IT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CGG cut=GT m AMn SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET' EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: r ti z O CO tL O w a U FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. : " •. OVERHAN �y. •, ..' RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REO'D. • ' #5 BAR p ♦ • .• CENTERED W/ g ► ..' 9 ► IN TOP • 4 • KNOCKOUT / cal --- - • CHAIR BLOCK MONO FOOTING -- ,, ►. SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL .► ° DIRT 4 z ♦•• ' STANDARD o 90 HOOK N #5 BAR IN FILLED CELL �, • ��, -.� , • -. f►• ����• � •��• • ♦fir. �✓r.• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING SE AND STEMWALL SECTTIONN DDETAETAILS SCALE: 3/4" = V-0" JTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"4" 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 I i-- EXISTING FOOTING RETROFIT FILLED CELL DETAIL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. N O C) CD Ca J t>S N Y = M? N cU G` C O S N U Q N N N W Q 0 _ E C U 0 > > n LU �/& .ti.•tkp,QAj .ate OF W"MIIIill�t1t11���� 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. E 0 8 c $ 0 cc or-)� ti Lo -,2 0 N O '�' p di ej J u• ,Qn �Cp W V ,pLLtl d Lu Z a 12 t�g � W rO N <P 0 °� °> m w Z " NZ d Cl) ILW Z 04 OU * U W U U z J 7 N U) tr1 z LU C) U o a 0 LLJ A Ro� U g ,., E c 0 Q N Ol o< �Z M =o a LL cL E wo os 7Z0 <N �° o E V ,— m �1 UCL °w¢ aS oZ Z o E as B L m C ag = 3 N O me �0 zLL >Q z N J a 0 sW W �z ° W a Uo � U �w co � ZI6 U 3 T >M I— L M O^O co T' Q 0 rr^^ 0 O Co v, m +-+ CN 1--- p p Q �M T' T E LO 0 �i o Z Z E �• `m a E �? U � Q p JOB NO: 22-05614-05611 SCALE : AS NOTED SHEET NO. SS PASCO COUNTY Irr- THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER - 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' ' MASONRY WINDOW BUCK s JOINT/�2) SEALANT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V' SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING -y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as f in each detail that corresponds to the numbered items in the list o instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANGE SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED VINYL SHOWER PAN WEATHER JE BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN --, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING (SEE DETAIL WP07) ED FLASHING SELF -ADHERED FLASHING 1'-4" PER PLAN SHOWER SEAT WEATHER RESISTIVE BARRIER Pei SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER Z a w a - co w 0 W Cr W 0 ai DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING �- SELF -ADHERED FLASHING SUBFLOOR PLASTER STOP CONTINUOUS BACKER - ROD & SEALANT A RIM JOIST 8 2 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 IERED FLASHING FLASHING 1 2 4 51 1 1 I� 1 i STRIP OF SAF DRAINAGE PLANE WRB I I I BOND BREAK WRB I I SF LATH I II WRAP DP WRB ONTO THE VERTICAL 1: ISURFACE TO TOP OF FLANGE AS AN AIR II BARRIER I 1 11 3-1/2" INCH FLANGE I 1 I rl THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL, DRIP SCREED PLASTIC ACCESSORY WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means i 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 --_77=_�,_,__ - _ 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 _ T! = inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The 1, No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and 1 building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING CEMT. FINISH SILU 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 ASPHALTJIM 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 OSE 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 finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flash ings 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 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. 0 a FOUNDATION WEEP SCREED SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER- - - - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH 1 II 1 I I f ER STOP � 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 cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all Z3 N N ti o U(y) ca X .411- C,rLLCL cV T) 0 L_ LO '6 J C) cc :i:....r-. C .} C < tl7 7 U a) N CL -0 EC 0 0 <�cL) fl 0 .. . N N C 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 Engineer's signature and seal. E Lo�Cb or e�n5 N N r t- J o M d LL C J LL W �w"- a 13 13 Z ccO7 0 v oc 0� 0 ;9 0 Z CN N Z ¢ J LLWt°n�O~l°' m w LL N OU U a Z W 00 z z o (D Q :S_ J rz � - N N Z v .2 C9 0 W V (D O-� W t/) Of W ' E � t 1 Q N m 2- OCD W M o Z § I_ o LL aR Z® 4 �� �� Oa aa ~ �� �¢ tiz Z co T "g KQ r mZ OZ z Z <-0 �_ W C- yLL Rt O � � >_ > O O w aF o T >M M�o 0 t` L M 00 r- C:)Q C:)//��- m c V r' Q _o H LO O � c N M Q T co - I LO C)y c Z f0 C E E !V*• C m a. o dj U Q p c JOB NO : 22-05614-05611 SCALE : AS NOTED SHEET NO. WP Mounting Brackets (10 Gaugel�,� 4i-1/2'x4112'x2-12' ` �t � eaCt Chess Support {May be cut m Vi!} See Anchor Schedule_ Right Bracket(16 Gauge) 1 /2' Dia. A325 Galv. (Typ,) g 1 v ii14 Self-Drilletg Screw$ 1 as�8" A/C Unit Bottom Edge Hurrica3neSuap (Ty picalt3l in front) iAf lsherg Front Cross Support SelRockho Nuts JMay be Cut to W) Ltft Bracket (16 Gauge) gr14 Self-Driling Screws Thru Brackets & Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) INSIAIIA11011 I N f i q M A T 10 Specific vumml1 amg, ism &uL%o" age paa*"W ruin c" Heartening Air Borst. =tilntaila�} Biitad S�J t7-oft AVAA& Yp00 aagYs[ FlOdda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Wall raid Imes ba Version owwbmw Collins; tnornsauommr. Afhmirtex 2020 Bnart Vent Produces, lee Michael Geaam Hamae F. Regard P.E f1[egory. BtnMtad Crmpacros (0,77)441-830 PE73778 Subdlete04W. Produce htroduudese R.wKd inm@rroRventoon NwTsninabg , Oaepsa " Method EvaWeaen Report tan a Flaws RplsxvetlArahaxtaa Umsed Florda Professional Engineer A" Phouck rmao. rite b-a rt.ae IM96LUMak" 1 BmartVairt Mode1e154G510 Dual Function Flood no Ventilation Vent 2 Bnartwnt Model 01540-511 Dual le-ollon Flood and Ventilation Vein 3 tmanVan Model 01540-M h Owed ROW VW 4 9mertVent Model an Sao. 1 kl=ted moo Vend D ahunvard Model 1n540.524 ISagwt Graga Doa Fload vsd E smar"'m dsi Moa1546670 Wood MW) lneMated Flead Vent . a arty d Model 6,540.574 14.5LWd: flange Door Flood Vert Page 1 on 12nO= Jilk ?i{a 1ese.PlW10n am v+drtbd rr Vakgd sukhood PtiS AMIUM Atlamai am Loess Bowden P.E. 121,10020 i2rtaolb20 12aWX20 Approved (334)300-1age LWmLAssutance S Abgroedroruae. In KVdZ Y. Aooroved for use, IDgtse KVHZ Y. bass 9auses Nat Qa91n P.- .1001-100 120312023 12A1R023 Yes Yea NIA •100t 100 1N31rt023 Y(s Yes WA +1(x)A1DO 1213WO23 Yee Yes N/A ♦10DL100 12I312023 Yes Yes NIA NIA 12012023 Yes Yea NA +1COA100 121312023 Yes Yes NM WA Florida Department of Business & Professional Regulation Paaat eri Budding Codes and Standards loHIM, Product approval Application Dean �. le1mLM gltt eft m[t� Bi! rhea )LaWeo LYtelled- FnubwAuwme yal�IDt YM� >' g E�mML rlalmlag � R.". 20M Doll as Maude. line. heal ahunm[0 Zachary k Priest Loess BONdan P.E. m(io2020 0100912020 owano2o 10113=20 Approved Category! Rooting 1502003.1541 PE-74021 (334) 3OD-18DO aubCaasgay: Metier Rodng MnumneBoexrret.00m ConVbms Method EAMOm ROW flom e Florida Registered Architect ors Licensed Florlda Prohsalona Englnaer Aabrovfd for use Antroved fee Use luau at" am! Prod ld roof. Iludb.r of M I Product Itiftertedon Elm ode In HIVRZ outside K02 lt�tlid G�ln 1 Onual Male Rodhg Systems INIC 10DNS, OMC 15068, DMC 1755, OMC 200S, 1213112025 Yea No WA +o Sao ome 5V Florida Department of Business & Professional Regulation Page 2 at Building Codes and Standards 1125M22 Product Approval Application Detail V*mlw Manuftownr Contact Enairaeara Licenea VolNgtad av wiiciwlad Suam lCetl. FBCeft AODrowd Affius RevlaWn 202E Therma-Tru Corporation stmem Jasperaon Lyndon F. Schmidt. RE Ryon J. King, P.E. 0015C 1 12J3112020 O 22/2021 08N8r2021 Approves 9ory Exterior Doom (am 843-me PEI:4408 (813) 767-8585 SubCategorY: Slanging Exterior Darr Assemblies sjosperaonQu. taer-t co Compliance Method: a slu mine Reportfrom a m Florida Registered Amh"dora Licensed Florida Professional Engineer ilgg� goduc! Medei. Nurteber er Yams DuaWAofurance i Addnbvadrartlse, Aaareyedfor Lae = Outskb Use HlVHZ imand unum) Deaden 1 a. Theme-Tru lber-Classic and Smooth -Star Nominal 8603g;68quotlmpactdquot Opaque 12131Q022 No Yee Yee WA Composite Edge Fiberglass Single Door (InrsWnglOuteMangl x eaMguraeon) 2 b. Them-Tru Fiber-Chsele and Snncth-gar e Nominal 8116M.8 aquotmpact9quot Opaque 120112022 No Yes Yes NIA Composite Edge Fiberglass Single Dow with Sdeitift 0neeirgNMawng; XO; OXa OXO conrgurat.me) 3 0. Therma-Tru Fiber-Clasalcamf Smoctt-Star Nominal SBp3g;8 Squotlmpwt%gwt Opaque 12131= No Yee Yp WA Composite Edge Fiberglass Double poor W th or eiMoutSidefitea OrnamrnDOutrAing xxa OXXO configurations) 4 d. Therms-Tru Fiber�Classlc and Smnotr•Sher Nominal t)8e30,0 Aquot;impact8quot Opaque 12r31r2022 No Yes Yee WA Compw(te Ed,* Frbergli as Single Door (InnAMngfONaxtlg XeomlgursUon) '.. 5 e. Tharm►Tru Fiber-Cdaamc and Smootti-Star Nominal Baii39;D aquotinpa lAtIog Opaque 1201/2022 No you Yes WA Composite Edge Fiberglass Single Dow with Siddte(s) On"niin9: XO, OXm OXO configurations) 6 1. Therms-Tru Fiber-OwWo and Smoolh-Star Nominal 81116CtQ0 AquotlmpacAquat Opaque 12M V2022 No Yea Yes WA Composite Edge Rberglase Double Door with or WMeut Saeatas (laewirg/OrrlavAng: XXw OXXO 01111101111250116) 7 g. Themm-Tru Fiber-Chesair; and SmaWl-Star Nominal 59M.8 aquotlnpactBgUot Glawd 12/3lr2m No Yes Yes WA Composite Edge Fibarof Single Door OnewrglQutawig; X co nAgurabcn) 8 h. Theml►Tru FiberZhissle and Snoeth-Star Nominal SSAWB 8quotlnpactaquoq Glazed I V 2022 No Yes Yes NIA Composite Edge Fibmgtads Single Door with Side(te(e) Onsming0lawlnls; XO, OXa ONO configurations) 9 i. Thema-Tru Fiber -Classic and Smooth -Sir Nominal S%M,8 Aquot(mpacl8quot; Glazed 120112022 No Yes Yes WA Com(xosits Edge Fiberglass Double Door Wth w vadnout Sidalibs gnviorploubamn9, pia OXXO configurations) 10 J. 7herma-Tru Fiber -Classic and Smooth -Star Nominal SWWO bquot(mpactilquot Glazed 12r31/2022 No Yes Yes WA Composite Edge Fiberglass Single Door (I nameot)Nawhg) x mrdgurodon)' 11 I. Therms-Tru Fiber -Classic anti Smoom-SYsr Nominal SBR39,O Aquotrnpac184uot Glazed 12131r2022 No Yea Yes WA COMPCOU Edge Flbagxws Single DoorvAln Sidelte(s) llnpMng0 t oing; XO, OXor OXO conflavrYtiOn►) 12 I. Therma-Tru Fiber -Chews and Smaom-Star Nominal 8111039,0 116quot(mptct8quot Glazed 12131/= No Yes Yes WA Composite Edge Fiberglass Double Door Wth or Wdhout Satelites OnsedrglOutemng; )0[ or OXXO configurations) 13 mThermo.-Tru Fiber-Clasak and SrnoothSar Nominal SSM,$ill mpactAquat Glazed Molded 12131/2022 No Yes Yes WA Open Composite Edam Fiberglass Single: Door (Imesi glOubwig; Xcordgurabon) 14 It. Thermo-Tru Flber.CNasle and Simla -Star Nominal 6BMgr,8 Squotinpec1 4LOt Glazed Molded 1201f= No Yea Yea WA Open Composite Edge Pinerglaas Single Door Vo n Glazed tbked Open Sldallte(s) (1n9Mn9/0ut9WW; XO, OX or OXO conligumbons) 15 o. ThonrkVTM Fiber -Classic and Smooth.Ster Nominal S&MA dquotlmpacl&quot Glazed Molded 12WQM Me Yes Yoe WA Open Composite Edge F thoofte Double Door wxh or v txout Glazed Molded Open Stldifes (Inwailld0ukwiai XXwOXXO oor15quratiprs) to p. Therm-Tru Filo-Clese. she Smooth -Stet Nominal BSa>f A iAquctimpeet8quot Opaque 121311= No Yea Yes WA Composts Edge Fiberglass Single Door with Molded Open Sidelite(s) (Insming(Ouboing; XO, OX or OXO configurations) 17 q. Therms-TW Flber4leasic and Smooth -Sher Nominal B&M39;8 8qucilmosoffiquot Opaque 12131/= No Yea Yes WA Composite Edge Fibargla4e Double Door Wth or without Glazed Molded Open SideMea (InaWnglOutswing XX a 0XXO configurations) Florida Department of Business & Professional Regulation Page l di Building Codes and Standards 14=1 Product Approval Applicadon Data# Goal iFW* or gala age ) ALandm ➢ o Imi ytrlln emuramrs caIYYY ananeeraunra Wrrada4 yggdged ilaml6d lieAnmval AD MOVE RSYiaicn 2D20 POT lnduatrlse Jens Room* Mi.trtOaEa Wo-CER MWn1-Dode 8=-VAL IIA912020 ior"2o 1124rA20 Aporwed Cahoon Exterior coed (941)488-0I00 t786)315-25N SubCatsparr: 811dng ExIser Door Assembles IrmareMsspgdonuameae cwmllwme Md hom com. Me,% or using 'ore _ Quadhe Asamommee Amrevr W Use Ancraved for Use UNA )a g al Itedal Yad l la,nera r.as Comm"-iildllaaData ID�IZ Rutid 2ffiit Bsd W d EMOM 9 BGD-5570(Iag mini ImpaC) very) SOdlig as. Oda 04M4rON Y. Yea Yea WA March 15, 2022 PRODUCT APPROVAL SPECIFICATION SHEET (�) As required by Florida Statute 553.842 and Florida Administrative Code 91372, 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 Cate oily/Subcatego Manufacturer Product Descri tion A proval Numberjs) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/3112022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-M05.03 +38.7/-38.7 psf 4/14/2026 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 Curves Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NiA 4/30/2025 D. MULLION MI Windows and Doors Series 57M FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5126/2026 E. OTHER 3. PANEL WALL Jaynes Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING WA 12/31/2023 B. SOFFITS Alside Solid and Venter! 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 FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underia merit FL12328 NiA 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTiCK TU MAX FL5259 WA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thom pson Arch Metal Com p. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5/-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 ill 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 NiA 12131/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NiA 12/31/2022 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 FL1999a1 - FL1999.4 WA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NiA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/3112023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NIA 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 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 Florida Department of Business& Professional Regulation Pagel of3 Building Codes and Standards 1n5022 Product Approval Application Detail nag Version Manufacturer contact A IJoerwe Validated by Validated Submitted Ig3e Rwision 2020 Themw-Tru Corporation Soave Jasperson Lyndon F. ScIrrick P.E Ryan J. King, P.E. 07MS= OAl2Y2020 07rZWM0 1011YAM Apprwed Category. Eebrior Doors IBM 843.7628 PE-43409 (813) 787.8555 Subcategory. S.irpin g Exterior Door Assembles sjapermn®thermseaco Compliance Meelod: Evaluation Report from a no Florida Registered Archireci a a Licensed Florida sagskalsom Professional Engines Sees Product testier. Number ar Name Produet OafCnaBen gu mrAddidmm Contract Exolrallon A22MA LlIldia Date In NV 8pg y[!m Oubdtle HVH2 j Resistant J Pressure 1 a. Thems-Tru Fiber -Classic and Smooth -Star Nominal 68e39.8 Squotlmpud8quot Opaque 1213112m Yes Yes Yes WA Ccmpr2site Edge Fiberglass BingbDoor (InaW�lOWwving; X cornfiguranon) 2 b. Therma-Tru Fileer•Clagec and Smooth -Star Nominal 0AIg6 Squctlmpactaquot Opaque i2r=20122 Yes Yes Yea WA Composite Edge Fibarglave Single Door Wth Sidelite(s) 0hivAnWOutsWng: NO, OXdr CXO colmgUnitloney 3 c. Therms-Tru Fbar-Clwalc and Snwodl-Star NomIntel 8iM940 SquoklmpactAquck Opaque 12MV21= Yea Yea Yea WA Composite Edge Fiberglass Double Door with or wRhout Sdmass (irxoMng/Outsmos; XX w OXXO configurations) 4 d. Therme-TN Flbar-Classic and Smooth-Siar Nominal 8Aa39,o aqucthmwctaquot Opaque 1201Q022 Yes Yea Yea WA CompoaiteEdge Fiberglass Single Door (InsienglOulavving- X configunw oo) 5 e. Theme -Tea Fibs-Cbsaie and S.-th4g r Nominal Sae3Bx08quctlmpacl8,quot Opaque 12J3112022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with Sidelte(s) 0rrew(ng^OulemAing; XO, OX or OXO configurations) 5 f. Tharms•Tru Flbnr.Classlc and SncdnStar Nominal B&OW.O BquoFlmpaUBquat Opaque 12011= Yes Yes Yea WA Composite Edge FYb:Z81 a Double Door Wth or without Sidelibe (Imp irWOula ing. XX or OXXO configuration%) 7 g. Therms-Tru Fiber -Classic and SmoolhSYat Nominal 68954,8 aquotlmpadequat Glazed 12131Q022 Yes. Yes Yes WA Composite Edge Fiberglass Single Door (InsomalOuceMna; Xcorfiguratign) 6 h. Therma•TnI Fiber-Clesaiaand Smooth -Star Nominal88a',a;8 BqucClmbaaBgUDt Glazed 12lJiQ022 Yea yes yes WA Composite Edge Fiberglass Single Doorvs6l Sidelte(s) Onswin9rOuleWng; XO, OX or OXO comlguratic.) 9 i. Therms-Tru Fiber-ChssiO and Smooth-aw Nominal WWII Squotimpa¢Aquo1 Glazed 12t31r= Yas. Yes Yes WA Composite Edge Fiberglass Double Door with or sd015ut SkWhas QmsMnVOutaMng, XX or OXXO conBgumpons) 10 1, Thermo-Tru Fiber-Claimme and Smooth -Star Nomina18AR3aO SquAimpacTAquct; Glazed Q)31=22 Yes Yea Yea WA Composite Edge Fiberglass Single Door (imeou llavubi-rig; X confla-stionl. 11 kTherma-Tin Fber-Clanie and SrroMh,SYar Nominal IM#3s0 SquaKlmpaR8quat Glazed 12731f2022 Yes. Yea Yes WA Composite. Edge Froerglasa Single Door Wm Sdalte(y (IruwingfOulsWng: XO, OX or OXO configurations) 12 I.Therms-Tru Fiber -Classic and Smooth -Ely Nominal 88d39,08quotlmpact8quet Glazed 12J31R02Z Ye% Yes Yes WA Composite Edge Fiberglass Double Door will or wNhoin Sidentes (inn aMrpiOurarhrq; XX or =0 configurations) 13 m. Themla-Tru Flbw.CMWc and Smooth-Ser Nominal 6114 ,8 SgUOtIMP2C Aquot Opaque 1 Zr31 r2m Yes Yes Yes WA Composite Edge Fiberglass Single Door vtth SquotNon-lmpeculquw; sidell e(s) XO, OX orOXO O; (Nominal 14 n. Therms-Tru Fibs-Clwab and Smoo*-Saar Opaque 88*WS 8q mpaofd,qurAOque 12r31R022 Ye% Yale Yac WA Composite Edge Fiberglass Double Door with8quotNorl-ImpadBquot:S Imrs(ImostrafOrNAMno; OXXO configuration) 15 o.Therms-Tel Fiber -Classic and&imott,8ler Nominal 8&#*,D 8quot:imptoAquot Opaque 1213112= Yes Yale Yes WA Composite Edge Fiberglass Single Door Witt -8quotNonimpactiquw; Sdelbe( Onowngloutsom XOOX p. Therm•T1ber-Clmean&lot-tian a0Our:-S) omine1d9818 0lmpOd8q 1201r= Yam Yea Yes WA Compooft Edge Fiberglass Double Doer wth AquotNon-tnlpadaquot; SaeNes, QnsWinWOutawng: OXXO Wnfguratbn) 17 q.Thermo-Tru Fiber -Classic and S.-th-Stgr NorromlI AWS 64uothlen-Imixcl8quct Opaque 12r3V= Yes Yale No WA ComposW Edge Fiberglass Single Door 0nsw(naiCutsw eta; Xcprdigurstion) 1s r. Therms-Tru Fiber•Cleaaic and Mwth3far Nominal$&#** aquothlon-ImpactAcluct Opaque 1213it2022 Yes Yes No WA Composite Edge Fiberglass Single Door with snaYael>a prwMngrOubwing; XO. OX or OXO cotlfigurabona) 19 5,Therma-Tea Fiber -Classic and SmoolMStar Nominal6&AG9;BSquotNon-Impact8,quct Opaque 12J3112022 Yea Yes No WA Composite Edge Fiberglass Double Dow cosh w Without acle8bc (Insoi g(OusnMng; XX or OXXO cmmguraecns) 2D t Thesl•Tru Fiber -Classic and Smooth-Scar m Intl 68S*.D SquotNon-Impeoftuot Opaque IZ"J1I202s^ Yea Yes No WA Composite Edge Fiberglass tingle Door loswing/Oubwirg; X configuration( 21 u. Therma-Tru Fiber -Classic and Smooth -Star Nominal 88i39;O gquotNon-Impactill Opaque 12J31120i2 Yea Yea No WA CEdge FiWrglass Single,ODoor Wthms OXO contlaurational 22 v. Therrra 7ru Fibs -Classic and Snnolh-Stnr Nominal 8aa3g;0AquokNonir9mc1&quo4 Opaque 12131Q022 Yes Yes No NIA Composite Edge Rbergitem Double Door With or without$idelitec Ohsnro/Outmaina; Mor OXXO configuration) 23 ve Thermo-Tru Flbor-Classic end Swath -Star Nominal 8&MA SquotNminpact8quot Gkasd 12131120Z2 Yas Yes No WA Composite Ede Fiberglass Single Door (InmMn�OutewFg; X txYrlfiguratipn) 4s*w 1 24 x. Themes-Tru Fiber -Classic and Smooth -Sher Nominal qX otNorrinpeoAquct Glazed 12f3V202Y yes Yes No WA Composite Edge Flbarglaea Single Door with 6ng/OutevAng; Sidsi W(a}Ohs XO, OX or OXO configurations) 25 y. Therms Tru Fiber.Classle and Snoop Saar Nomina166P1111;8 AquotNon-IrapadAquot Glazed 12r310(w Yea Yes No WA Composite Edge Fiberglass Double Door Wth or Without SMallres (InnMMnglOuren ing: XX a OXXO connfigundions) 26 z Thenrs 7m Fiber-Clamale and Shlooat-Star Nominal 811";0 11,qudthlonMpaof3quot Glssed 12fW= Yea Yes No WA Composite Edge R wglax Single Door (InswinoOutaweg; X con iouraton) 27 ze. Theme-Tn FbaCtemic and Smooth -Star Nominal SIM09:08quothlonlnpactilquot Gored 12/31=M Yea Yes No WA Composite Edge Fiberglass Single Door each S celle(s) (1nsvAng0011isW ng; XO, OX or OXO configurations) 28 zb. Therma-Tea Flow-Clessic and Smooth -Sher Nominal 88";0 8quotNonImpad8quot Glazed 1213112AM Yes yes No WA Composite Edgs Fib" Double Door W thor C nRhout Sid elites Ons".M7uWsing; XXor OXXO con igumitiona) Flor(de Department of Business 6 Professional Regulation Building Codes and Standards Product Approval Application Detail Pages a2 u6t7➢21 s9it snft or tale imi > an Shea V-1- l QUM'j Enrresauesrwa indibmav him m Jdalliallig FBCAMMM Agg@ygi Remake, 2020 M? Wndoes and Doors Brent stew Luis Roberto Lamas Steven M Undh. PE 1095`2(m 100Q62o20 10/192020 12115=20 Apposed Calsgay: Exteri fDMam 1717)395.3300 PEI12514 (71T)31r-8454 "Cutgow. aldna Exterior Door Assembles IaNnahgarlgnhtd.cam Covellence M4aiod EYake den ROW tom a Floods Registered Ardh9em we Uaonsed Florida Professional Engineer . ,gmAeANUMrA Aosrowdfor Us% Amounted for Use bass Design sear t4oduot Modr.faannsaNsna j+J In jiS f)utrn ltlM2 atwsem Pressure, 1 SERIE342(IALUMINUMSW SERIES 420 ALUMINUM SGO OXO 12012024 Ne Yes No WA 14S3Naqudx80aqud; NON -REINFORCED 2 SERIES 420ALUMINUM SGD SERIES420 ALUMINUM SGD OXXO.XX 12(312024 No Yea No WA 988quot780aquot NON -REINFORCED 3 SERIES 420ALUMINUM SGEI D RNFORCED SERIES 420ALUMINUM8GO REINFORCED OXD IZ312024 No Yes No WA /453NaqurXWMun; 4 BERIES 420ALUMINUM SOD REINFORCED SERIES 420ALUMINUM401) REINFORCED Ox 12012024 No Yes No WA XO.xx9B6geatx98aqud: 5 SERIES 420ALUMINUM SGO REINFORCED SERIES 42CALUVNNUMWD REINFORCED)= 121312024 No Yn No WA 143aquot.98&W.1; Florida Departmord of Business & Professional Regulation Bullding Codes and Standards Product Approval Application Deall Page1d2 tR12021 saia ErAft ar Jul ale DataPFiaum aru ]yg version Rbnuf win catad aneadwaUOeae yaimewbr Ydow auommd FaeA0131 l Agg(gyed lid Reviron 2D20 Wayne-Dsaon, a dMdw aooahaad Door OWayne Kaalsh Jahn E. snores Jefley P. Ameaan. P.E. 1W12,020 (192111 10=020 121SM20 Approved Corporation t330)7618121 PE--61737 (904)821-52DO C4teprv. Btwla Door dkomishssrayme-C9Nan.a sibCatsyorr. Sedlonst Eaten DocrAssemales om Compliance Massed: Evaluation Report from a Holds Registered ArdOW a e Ucmwd Fiande Professional Engines ate a Rocca Yadmi. Nair or Nam livocluct Dwriodorn gmmxAaalmm cantrar! [atlre ogo AeaandforDes Accossed fisuse �L out"HvHZ kwm ! gam PFlmun. 3 8000te10(v8200 $1105 98/39: Mom wkkh. 1411M: Max hd&.(Oozing 12/312023 No Ye Yes .31.001,35.00 available h We or Intelnledira section. 10 800W IM200W123 1681130: Max Width. 14&M. Max haght, Glazing 12 i=3 No Yea Ya4 +30.0043.50 available In tap or Intemsdtets sedlon. 11 80014100162DDa1124 1680311: Mmxwldh. 146939; Mexhapm. dazing 12g12023 No Yoe Yet +34.4006.30 e+elable in tap or htemledate scion. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail ragelal 1812021 rat ironer[ BYt nm Came Pending am mm Miami- Msm.sim raia4 FagooLLHrnsa XNA&OJh IW" aamum awn Rev/sim 20" Canas EX4wm otAADG, Inc. Tom Raft UL LLC Troy Behop. P.E. 12nar202d 1zv12020 12212020 Ppprpsd Category. Extedor Dose (641) 494.2513 (VA) 947-0890 "Csiegsrin Extorter Dos Components tan.reasy®eeaemlay-co - Compliance lietood obiftdoA Mad a Lbang no ANW ,AtM AMI AntrovedforUse Acumvied for Use lmwt pedw imi nAadurfur.rraabrawin. P[gglri.�g S OpMt I.HWNZ Mtib" EMLNM 1 807, 707, 72t, MT. 7'ts T77, end aA7 PSnare art[ Pees I Flah, Gland, and Louvered Ingle and pairs or 12/312025 Yes Y. Yes WA Doom hollow metal doors. Florida Department of Business Is Prdessional Regulation Pagel $2 Building Codes and Standards Ib202I Product Approval Application Detail code 6WN r 09- 0*4 lost. Pension sir. mm )Minn lllgltNNWA Comes ZDWMKAIMM y/ ddamk yJ WO9 NWEIM FBC Amawar iog�ag MIaaR R*~ 2D20 MI Wlndava and Doors Brent Ettinger lYlnel1cen Afchasteinl Stow M. Uah, FIE 111172D20 1Vt7r2020 1IM712020 Approved Cassel: Windows x717)365-3300 Manuhaturare Ae-drlan 171h 317-8454. to Idetlorr: angle Hung leskingenitrraWd.com CompOaHs Mcleod: Certleesdon Mark or LteShg Ama ow for the AOWRMLUEMN toma 219M AMA 11 ModmLNumber aName !fniim ELttMia. 2 185 8ti 52x72 FINFlnnp Frame IG/SG Single Hung 1019842023 No Yee No 46Or-60 L.rNnsted "Its -6-6 N Cn 2 •i+•+ U CD N 0- C- O 2c .Cn ca U -0 C O O O Q 0 O E a: .Ln -0 O N � O Q 0- .a- cn Q Q Z Z W J N .\ N iU M .� 0- m X CS l - A N 0 ` M o c=v Q ANY �►= c = Q o •3 c,s i > ..� 0Q� C C U 'SEL- o-W Cn Eeall-a-ell Z CD C0 CL O � U O L W CV U m 0 CU L W Z W Z Z Q J tZ SHEET NO. 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PE 1 /fIZ13010 ,1R7/1710 11f18r20p Approved GtegO1Y: fadriof Dons (800) 84&7828 PE-43400 (913) 787$555 Anknratloll 2020 PGT lndrdrkn Jwrs Rwordd Merr}Osdo eCCO • CBi MMri-Dade 9000 • VAL 11RSli'A20 11AS2020 11711/2g20 Approved Rmbbn 2029 MI YMndawe and Dora B!m 9tinger AmeOcen /vtlttc�ttU+U 8tayan M IIdM, PE 7DU&Z020 +GVflr167➢ 10na^lop Apprded CYeavry: Whdowa t717)SBSJSOtI MamaacWrra Assshtlm (717)S1TSM. guDWbpOM Bwlrpir>o Eidadar Door Assemblies e}aapereaa®thermatru.co Ceeeeery: Yen+rwa (841)488-0100 (788)315.2880 taasgry: Windows tT17a Sa3.7300 Menuiaclurra AssdnYeon (717)317.8454 bal8ngeremMM.mn arB+CataOoN: Pose CemplNnfKt areMOd:EWIYeUdh RaporthOma m eubC4ae9orY-9nda Hung IroarFsM@DDOMUWIeaC aWCatgo7•XrfLOn[llaldr. Simpson Strong -Tie 2020 FBC Approved Products Updated IZ002020 amFor dtgct Inks to all 88T approvals listed below, CLICK HERE For additional information regarding Manias Statewide Product Approval System and MerN-0eds County Notice of Acceptance (NOA). CUCK NlRE. FLOW&R7 ANJ Product Model. Number or Name 1 Titan Stainless Steel Concrete & Masonry Screw (TTNSS) 1/4" diameter Titan stainless steel masonry screw FL#9589-R6 fiaJ Product Modal. Number or Name Product Description 1 SDI 0112DBB Outdoor Accents Connector Screw 2 SD8112, SD9212, SD10112, S010212 Strong -Drive SD Connector Screw 3 $DOI12SS, SCO212SS Soong -Drive SD Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22814, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SDCF271966, SDCF272358 5 SDCP22434, SDCP22512, SDCP22814, SDCP227DO, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw SDCP221100. SOCP221134, SDCP271400 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 7 SDS25112, SDS25134, SDS25200, SDS25212, SDS25300, SDS26312, SOS25412, Strong -Drive SOS Heavy-Outy Connector Screw SDS25500: SOS255DO, SDS25800 6 SDS25112SS, SDS2820OSS, SDS25212SS, SDS25MOSS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDVUF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw FL*I QW7-RS Sea S Product Model. Number or Name Product Deaerintton 1 ATR318, ATRi/2, ATRSM, ATR314 Threaded Rods 2 ATUO5, ATUDS-2, ATUD9, ATUD9.2, ATUD9-3; ATUD14, ATUD14-2 Aluminum Take -Up Device 3 BP3WZ B13112, SP1/23, BP5/8-2, SPS183, BPS/4. %W4-3, BPRTUD3-4 Bearing Plates 4 CNW3l8, CNW1/2, CNW5f8, CNW3/4; CNW518-f/2, CNW3/4518 Coupler Nuts 5 CTUD85. CTUDW, CTUDS6, CTUD75, CTUD76, CTU077, CTUD87, CTUD88, CTUDOT Coupling Take -Up Device CTUD98,CTUD89 6 N3, N4, N5, N8 Heavy Hex Nuts 7 RTUD3, RTU03B, RTUD4, RTUD4B, RTUD5, RTUDB, RTUD7, RTUDO Ratchering Take -Up Device 8 TUD9, TUD10 Take -Up Davies 9 TUW38 Take -Up Washer 10 URS3 3/8" Uplft Rod Run Tisdown System 11 URS4 1/2" Uplift Rod Run Tledown System 12 URSS 5/8" Uplift Rod Run Tiodown System 13 URSB 3f4" Uplift Rod Run Tiedown System FL910441-1116 ProductModel. Number or Name Product Description 1 DTT2 Hold-down 2 HDC109, HDC10I22 Hold-down 3 HDQ8, HHDQ11, HHDO14 Hold-down 4 HOU2, HDU4, HDU5, HOU8, HDU11, HDU14 Hold-down 5 HPA28, HPA35 Strap -style purfin anchor 8 LSTHD8, LSTHDSRJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPAI44 Strap-styls purlin anchor 9 PA18, PA23, PA28, PA35, PA51, PA08 Strap -style purin anchor 10 PAI18, PAI23, PA128, PA135 Soap -style purlin anchor 11 STHD10, STHDiORJ Strap -style hold-down 12 STH014, STH014RJ Strap -style hold-down ® Simpson Strong -Tie M20 FBC Approved Products Updated 121301202r) For dyad Inks to all SOT approvals listed below, SLICK HERE For additional information regarding Flbride's Statewide Product Approval System and Maui -Dade County Notice of Acceptance (NOA), n rd�wcac, 21 LB series hangers Top flange hangers available in width of 1-9/18" and heights ranging from 53/8" to 15-118".. 22 LBAZ series hangers Top flange hangers available in width of 1.0/16" and heights ranging from 9311S" to 13-118". 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 31i4' to 6- 7/8" and heights ranging from Win, 33-1/7. 24 MESS, MEG7 series hangers Top flange hangers available in widthe ranging from 5-114" to 6- 7/8" and heights ranging from 9' to 32-112". 25 MIT series hangers Top flange hangers available in widths ranging from 1-W19 c, 5- 1/8" and heights ranging from 9-1 W to 24". 28 PF, PFB, PFDB, PFDSB series hangers Top flange hangers svailsble in width of 1-9/18" and heights ranging from 3-318" to 7.118" 27' RR Ridge ratter connector 28 WP series hangers Top flange hangers available in widths ranging from 1.9/16" t , 7- 118" and heights ranging 9.114'to 32". FL#10980-R8 Sea # ProductModal. Numberor Norma 1 ABA44, ABA44R, ABA46, ABA48R, ABA88, ABA68R 2 ABU44, ABU44R, ABU46, ABU46R, ABU5.5, ABU5.6, ABU65, ABU88, ABUSER, ABU88, ABUSER,ABU1010;ABU1010R;ABU1212,ABU1212R 3 ABW44Z, A8W44RZ, ABW46Z, ABW46RZ, ABW86Z, ABW66RZ, ABW7.7 4 AC4, AC4R, ACE4, ACS, AC8R, ACES 6 BC4, BC46, SC4R, BCS, BCSR, BCB, BCS2-2/4, BC52-M e C644, C846, CB48, CB88, CB88 7 CBS044-SDS2, CBSQ46-SDS2, CBSQ86-SDS2, CBSQ88-SOS2, CBSQ88-SDS2 8 CC, ECC; EOCU Series 9 CCOSDS2.5, ECCQSDS2.5 Series 10 CPT44Z, CPT66Z, CPT88Z 11 EPB44A, EPB44, EPB46, EPBt'16 12 EPS4Z 13 L.CB44, LCB86 14 LPC4Z,LPC6Z 15 MPB44Z, MPB86Z, MPB88Z 16 P844, P844R, PB46, PBW, PSSSR 17 PBS44A, PBSW: PBS66 18 P8V9,PBV10 19 PC44-18, PC48-18, P048-18. PC84-16, PCOB-I6, EPC44-16, EPC45-10. EPC48-1Sy EPC84-16, EPC88-18 20 PO4Z,. PC4R7, PCBZ, PCBRZ, PC8Z, PCSRZ, EPC4Z, EPC4RZ, EPCBZ, EPO5RZ, EPC8Z, EPC8RZ 21 PPB44-4Z; PP844.6Z 22 RPBZ FL.#10B8&R5 Bea N Product Modal. Num tier or Norma 1 FJA, FSA 2 FRFP 3 GH4e-e, 01-148-8, GH484, GH4aA GH4105, GH410-8, GH88-6, GHSS-8, GHW-e, 01-188- S, GH61 M, GH61D-8 4 GLBSA, GLB5B, GLB5C, GLBSD, GLB7A, GLB7B, GLB7C, GLB7D 5 GLBT512. GBLT812, GLBT516, GBLTeI6, GLBT520, GBLT820 S HGLBA, HOLBB, HGLBC, HGLBD 7 HGT-2, HOT-3, HOT-4 8 UFPI0SDS3 9 URFP ProductDoscription Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Baked column caps with W1 ranging from 3.1/4" to g-112' and W2 ranging from 35/8" to 7.112" Screwed column caps with W1 ranging from 3.114" to 9-1/2" and W2 ranging from 3-W8" to 7.1/2" Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Bess Post Cap Post Cap PostBase Retrofit Post Base Product Description Foundation Anchor Fiat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plate Glulam Bearing Plate HeavyGtulem Bearing Plate Heavy Girder Tiedown Universal I Foundation Plate Universal Retrofit Foundation Plate Simpson Strong -Tie 2020 FBC Approved Products updated 12/30/2020 For direct Inks to all 88T approvals Isted below, CL!C K ueoE Far addtlonal Intimation regarding Flonde's Statewide Product Approval System and Maml-Dade County NdJoe of Acceptance (NGA). CLICK HERL°. F1.010446-R6 Product Model. Numberor Name Product Deseriutlon 1 A21, A23, A33, A34, A36, A44 Angles 2 APA21, APA4, APAB, APVA21, APVA4, APVAS Outdoor Accents Angles 3 APS44, APS44R, APVB68, APB86R, APBS8, APB88R, APB1010, APB101DR. APV844, Outdoor Accords Post Bases APVB44R,APVB66,APVBS5R,APVBS8,APVBS8R,APVB1010,APVB1010R 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R4, APVDJT2S, Outdoor Accents Deck Joist Ties APVDJT2R-8 5 APHH40, APHH4SR, APHH610, APHHe10R Outdoor Accents Heavy Hanger 6 APL4, APLS, APT4, AFTS, APVL4, APVL6, APVT4, APVrO Outdoor Accents L and T Beam-to-Colurm Ties 7 APLH24, APLH24R; APLH28, APLH28R, APL11210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CST2Z, CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z, CJT13Z Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry wall Stop 13 FC4, FCB Framing Gips 14 FWANZ Foundation WAIT Angles 15 GA1,GA2 Gusset Angles 16 H2A,1­125T, H8, H10A.2, H1OS, HI 4, HGA10 HurfieansTie6 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HH6 Header Hangers 19 KBS1Z Knee-Brsce Stabilizer 20 L30, L50, L70, LOU Angles 21 LCE4 Post Cap 22 LS30, L850, LS70, L.S90 Slarwable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ2SLZ, LSSJ26RZ, LSSJ281.2, LSSJ2SRZ, LSSJ21OLZ, LSW21 ORZ Field Adjustable Jack Hanger 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.58, LSSR210-2, LSSR410 Field Adjustable SlopeablelSkewable Hanger 26 LTP4, LTP5 Tie Plates 27 ML23Z, ML24Z, ML282, ML28Z, ML21OZ Angles 28 MMH8 Root Tio-Down 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLU139, MMLU1311 Face -Mount Hangers 31 RBO, RBCP Roof Boundary Clips 32 RST-3 Rod Tie -Down 33 RTC22Z, RTC42, RT02Z, RTC44 Rigid Tie Connectors 34 STC. STCT, OTC, HTC4 TfussClips 35 TJC37, TJC57 Truss Jack Clips 38 Z2, Z4, Z44 Panel Sti fenef Clips FL4110447-R5 $ea# Product Model, Number or Name 1 AHEP 2 DSC2R-SDS3, DSC2LSDS3, DSCSRSDS3, DSCSL-SDS3 3 GBC 4 1-10131.81, HCP2, HCP4 5 HHRC2.2, HHRC42, HHRC42-2; HHRC411.81, HHRC44, HHRC5.25M.25; HHRC5.3713.12, HHRCSS 6 HRC1.81, HRC22 7 LRU28,LRU28,LRU21Q LRU212 8 LSU26,LSSU28,LSSU210 9 TBE4,TBE6 10 TC24.TC26:TC29 11 THA29, THA213, THA218. THA218-2, THA222-2, THA413, TFIA418, THAC416, THA422, THAC422, THA426, THA422-2, THA428.2 12 THA11.81/22, THAl2.06t22, THAl2.1122, THA1222, THAI322, THAI3522, THA1422 13 THAL422,THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4SDS3, THJM2-5SDS3, THJU28, THJU26-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VrCR Simpson Strong -Tie 2020 FBC Approved Products Updated 12r02020 Fcr moot Inks to all SST approvals rsted below, CLICK r HER For additional Information regarding Florida's Statewide Product Approval System and Mans -Dade County No** of Acceptance (NOA). Ca �CK Hv_Rn. FLlM04S8-R8 AW Product Model. Number or Name Product Dissertation 1 BT, STB, BTH BrickTies 2 CMST12, CMST14, CMSTCI6 Coiled Shape 3 CS14, CS18, CS18, CS20, C522 Coiled Straps 4 CSHP18, CSHP20 Called Soaps 5 CTS218 Compressionrrension Strap 8 MP, SSP, TSP Stud to Plate tie 7 H1, H10A. 1-125A, H3, HO, H7Z, H1e, H18S, H16-2. H16.25 HurricanoTtes 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 9 KS24 Hurricane Tie 10 HSS2-SDS1.5, HSS2-2-SDS3, HSS2.3SDS3, HSS4 SDS3 Heavy Stud Shoe 11 HST2; HST3, HST5, HSTB Straight Straps 12 HTS18, HTS20, HTS24, HTS28, HTS30, HTS3DC Heavy Twist Strap 13 HTSQI SKTZ, HTSQ20KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12, LSTA15, LSTAl8, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps 18 LSTI49,LST173 Straight Straps 17 LTB20, LTS40 Bridging 18 LTS12, LTS16, LTS18, LTS20 Lght7wistStrap 19 MGT Medium Girder Tiedown 20 MST27, MST37, MST48, MST60, MST72 Straight Straps 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, RNWA30, MSTA36, MSTA49 Straight Straps 22 MSTC28, MSTC40, MSrC62, MSTC66, MSTC78 Straight Soaps 23 MSTC48B3, MSTC68B3 Pre -Bern Soaps 24 MSTi28, MST136, MSTI48, MST180, MSTI72 Straight Straps 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strop 26 NCA2x10-12, NCA2xl2-12, NCA2x8.16, NCA200-18, NCA202-18 Bridging 27 RCW812, RCWB14 Wall Bracing 28 RPS1S, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1, SP2, SP4, SPS, SP8 Stud PlatatTle 31 SPH4, SPHB, SPHB Heavy Stud Plate Tie 32 SS1.5, SS2.5, SS3. SS4.5 Sold %a* 33 ST9, ST12, ST16, ST22, ST292, ST2122, ST2118, ST2215, ST8215 ST6224, ST823e Straight Straps 34 TB20, T827, TB30: TB36, TB42, TB48: TB54, TB56, TB60 Tension Bridging 35 TWB10, TW612, TWB14 Wait Bracing 36 VGT, VGTR, VGTL Van" Pitch Girder Tiedown 37 WB10S, WB108C, W8128, WB126C, WB143C Well Bracing Product Description 1 C13H2.37x5.5, 0BH2.37x7:63, C81-12.374:75 Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plato 3 HGU3.63SDS, HOU5.25SDS, HGU5.50SOS, HGU5.62SDS, HGU7.00-SDS, HGU7.25- Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 4 HGUS series hangers Hip Ridge Connector RaflerHanger 5 HHGU5.25SDS, HHGU5,50-SDS, HHGU5.52-SDS, HHGU7.00-SDS, HHGU7.25SDS, Light Slopeable/Skewabie U Hanger HHGU9,00SDS Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210.2, HHUS48, HHUS48, HHUS410, HHUS5.501% Truss Gip HHUS7.25/10 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I -.Joists 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-Recuaiat Variable Pitch Connectors Valley Truss Clip 10 HU001.8119SDS, HUCQ1.81/11SDS, HUCQ210-24SDS, HUCO2103SDS, HUC0310- SDS, HU00410-SDS, HUCg412SDS, HUCQ5.25/9SDS, HUCQ5.25MISDS, HU00610- SDS, HUCQel2-SDS ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12I30l2020 Far direct Inks to all SST approvals listed below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mars -Dade County Notice of Acceptance (NOA), n rCK HERE, FL#114W ,Oda Product Modal, Number orName ProductDesorlatlon 1 HHUS210-3, HHUS210LA Joist Hanger 2 HRSO, HRS8, HRS12 Strap Ties 3 HUOQ210.2-SDS, HUOQ210.3-SDS, RUCQ310-SDS Joist Hanger 4 THGB2, THG83, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THGQ2SDS3, THG03SOS4.5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4SDSS Joist Hanger 6 THGW33, THGW3-4, THGW4-3, THGW4-4 Joist Hanger FL#11473-R5 inif Product Model. Number or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 HIS, HIES, H18.2, H18-2S Hurricane Tie 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALi2, HETALle, HETAL20 Embedded Truss Anchor 6 HGAM10, HIM Masonry retrofit con nectars; 7 HHETAIB, HHETA20: HHETA24,HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3.SDS2.5, LGT4SDS3 GirderTiedown 9 LTA2 Lateral Truss Anchor 10 MErAl2, META16, META18, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM30, MSTCM40, MSTCM60 Strap Tie for Masonry 12 MTSM18, MTSM20, HTSM16, HTSMIZO Twist Strap for Masonry FL.#114WRS Sec # Product Model. Number or Name Product Description 1 DTT1Z Deck Tension Tie 2 HD12, HD1O Baked Holdowns 3 HD3B, HD5B, HD7R HD9B Bolted Holdowns 4 HTT4, HTTS, HTT5-3/4 Tension Ties 5 LTT18, LTT20B, LTT131 Light Tension Ties FL#13628-R8 JW Product Modal. Number or Name Product Description 1 SB51&24, SB7/8x24, SB1x30 SIB Anchor Bob 2 SSTB1 S. SSTB20, SSTB24, SSTB28, SSTB34, SSTB36, SSTBI BL, SSTB2DL, SSTB24L, SSTS Anchor Bolts SSTB28L FL#13872-R4 em0 Product Modal. Number or Name Product Description 1 CMST12, CMST14, CMSTCI6. CS14, CS16, CS18, CS20, CS22 Coiled Straps 2 HR58, HRS8, HRS12, FHAB, FHA9, FHAl2, FHAiS, FHA24: FHA30, MSTI26, MST136, Soaps 97 roll (12 go) MST1481 MSTISC. MSTI72. SIMST27, S1MST37, SIMST46 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps 4 LSTA30, LSTA38, LST149, LSTi73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 go) 6 LSTAO, LSTA12, LSTA15. LSTA18, LSTA21, LSTA24, ST292, ST2122. ST2115, ST2215 Straps 33 mil (20 ga) 6 LSUBH3.25, SUBH3.25, MSUBH3.25 Bridging Connector 7 LTP5 Lateral Tie Plate 8 LTS12, LTSle, LTS18, LTS20 Light Twist Straps 9 MSTA30, MSTA38, ST6215, ST6224, $TO, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mill (16 go) 10 MSTOSS, MSTC78, STS238 Straps 68 mil (14 go) 11 MTS12, MTSiS, MTS18, MTS20; MTS30, MTS24C, MTS30C Medium Twist Straps 12 SIB1.56, S/81.81, aWM, SI82.37, S/82.56, SIB2.68, S/B3.12, S1B3.56, S/B3.62, SIB4.06, Top Flange. Jolt Hangers SIB4.12, WB4.28, 5164.75, S65.50 13 SIBA2.1218, SiBA2.12110, SiBA2.12112, SOA2.12114, SIBA4.1818, SJ3A4.18110, Top Flange Jolt Hangers SMA4.1&12, S1BA4.18M4 14 S+H 1 A Hurricane Tie 15 S/HDBS, SMD8B, Sfi-ID10S; SMD10B, SMDi5S, SHD15B Holdowns 10 SiHDU4, SHDUB, S/HDUO, S/HDUII Holdowns 17 &JOT, SHJCT Joist Hangers Product Description Concealed hangers Faoe-mount (DU, DHU) and top -flange (DHUTF) hangers available in widths ranging from 149/16" to 3.9/18" and heights ranging from 9.118" to 23-15/18". Face -mount hangers Face -mount hangers available in widths ranging from 1.518'to 7- 318" and heights ranging from 5-5/16" to 12.718 Foce-mount hangers Face -mount hangers Skewed face -mourn hangers available in widths ranging from 3- 1/8" to 5-1/8" and heights ranging from 4.314" to 15-314". Concealed flange version (HSURC, HSULC) available for all double 2)(and 4Xmodels; only acute flange Is concealed. Face -mount hangers Face -mount hangers available in widths ranging from 1.9/16 tD 7- 1/2" and heights ranging from 2-7&' ro 19.114'. Concealed flange version (HUC) available for all models having width equal to or greater than 2-9/16'. Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Updated 121842020 For direct Inks to all SST approvals Isted bale# CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mani -Dade County Notice of Acceptance (NOA), tr r r ;wag. 18 S1LBV1,56, S1LBV1.81, SILBV2,06, &LBV2.37, SILBV2.58, SILSV2,68, SJLBV3.12, Top Flange Jost Hangers SRBV3.56, S1LBV3.82, S1LBV4.06, S1LBV4.12, SRBV4.28, SA-BV4.75, SILBV5.50 19 SILTT20, &`OTT2Z, SMTT14, HTT4, HTT5 Holdowns 20 SIMST60, SilMST72 Straps 118 mil (10 ga) 21 SP4,SPS Stud Plate Ties 22 SSP, DSP, TSP Stud Plato Tiss 23 STC, DTC Tnus Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL#13904-R5 jai Product Modal. Number or Name 1 CCQVG,O2-6DSHDG, COQM4.e2-SDSHDO, CCQM5.50-SDSHDG, CCTQM3.82-SDSG, OCTQM4.82SD30; CCTOM5.50-SDSG, CCCQM3.82SDSG; CCCOM4.62-SDSG, CCCQM5.50-SDSG 2 ECCLQM3.62G-KT, ECCLQM4.S2G-KT, ECCLQM5.5013-KT, ECCLLQMD3.62G KT, ECCLLQMD4.S2G-KT, ECCLLQMD5.503-Kr, EOCLRQ1yD3.82G4KT, ECCLRQMD4.62G- Kr, ECCLROMD5.50G-KT 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 4 LGUM28.2, LGUM26-3, LGUM26.4, LGUM28.2, LGUM28.3. LGUM28.4, LGUM210.2, LGUM2103, LGUM210-4, LGUM48; LGUM48, LGUM410 5 MBHA3.1219.25, MBHA3.12/11.25, MBHA3.56l7.25, MBHA3.56/9.25, MBHA3.56111.25, MBHA3.56/11.88, MBHA3.58114, M8HA3.5Sf16, MBHA3.5SM8, MBHA5.5w7.25, MSHA5.50M.25, MBHA5.5(V11.25, MBHA5.50l11.88, MBHA5.50114, MSHA5.5CM6, MBHA5.50/18 6 MBHU3,58N.25, MSHU3.56r11.25, MBHU3.56111.88, MBHU3.56114, MSHU3.56/16, MBHU3.58/18, MBHU5.50/9,25, M13HU5.50/11.25, MBHU6.50I11.88, MBHU5.5(1r14, MBH1.15.50/16, MBHU5.50118 FL.M13978416 Sea # Product Model. Number or Name 1 SDWY23W. SDW22338, SDW22438, SDW22468, SOW22500, SDW22SOO, SDW22838, SDW22834 2 SDVX154501 SDWC15S00 3 SDMI9300DR SDWH1O400DB, SDWHi9800DB, SDWH19800DB, SDWHID1000DS 4 SDWH2740DG; SOWH278003, SDWH278000, SD1AH271000G, SDWH27120OG 5 SDWS16212, SOWS16300, SDAIS16312, SDWS16400 6 SDWS19600, SDW61971Z SDWS22400,SDW'S22500,SDWS22512, SDWS22MO: SDWS22800, SDWS22900, SDM2210DO, SOWS221100, SOWS221200, SDWS2215M 7 SOWS22300DS, SDWS22400DB, SOWS2250008: SDWS-ZMDDB, SDWS228WDB, SDVJS221000DB 8 SDWS22312DBB, SDWS22512DBB 9 SDVM7300SS, SDWS27400%. SDWS27500SS, SDWS27600SS, SDWS278WSS, SDWS271000SS, SDVVS27120OSS 10 SDWV13400 11 STN22 Product Description Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers MasonryTop Flange Beam Hangers Masonry Beam Hangers Product Description Strong -Drive SDW EWP-PLY acid TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER-HEXSomw Strong -Drive SDWH TIMBER -HEX HDG Screw Strong -Drive SDWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (Interior Grade) Strong -Drive SOWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strotig-Drive SDWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer FL015363-11113 AW Product Modal. Number or Name Product DeacriMion 1 AS 18, AS 1855, AS I OSS IS ga. Truss Plates 2 AS 20HS 20 ga. High Strength Truss Plate 3 AS-20 20 ga. Truss Plate 4 ASHP Hinge Plate Connector FL#18730-R4 .§2a Product Matlal. Number or Name Product Description i ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM50, GDPM-75, GDPM-100, COPS, GW50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded allude, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products Updated IZrA202o For direct Inks to all SST approvals listed below, KC HaR� Far additional Information regarding Florida's Statewide Product Approval System and Maml-Dade County Notice or Acceptance (NOA), CL rrr Haven_ 11 HUS, HUSC series hangers Face -mount hangers available In widths rangingtrom 1-5f8'to 3- 9116" and heights ranging from 45116" to 11". Concealed flange version HUSC) available for models having width equal to or greaterthan 3 Bl18". 12 IUS aeries hangers Facia -mount hangers available in widths ranging from 1-718'to 3- 518" and heights ranging from 9-114" to 16'. 13 LGU3.25SDS, LGU3.63-SDS, LGU5.25SDS Face -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 15 LUC28Z,LUC210Z Face-mounthangem 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- 5/8" and heights ranging from 3" to 1015H8 . 17 MGU3,63-SDS, MGU5.25-SD5, MOU5.50-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers 18 MIU sense hangers Face -mount hangers available in widths ranging from 1.9/16" to 5. 1/8" and heights ranging from 6-I&16" to 19.1/7. 19 MUS26, MUS28 Face -mount hangers 20 SUR, SUL. SURC, SULCseries hangers Skewed fade -mount hangers available in widths ranging from 1- 9/18" to 34M &' and heights ranging from 3.1 J16" to 13314". Concealed flange version (SURC, SULC) available for all double 2X and 4X mod"; only acute flange is concealed. 21 U series hangers Faroe -mount hangers available in widths ranging from 1-9118" to Wand heights ranging from 2-5/8" tic 11.1l4". FL.#I0867-RS A21111Product Model. Number or Name Product Description 1 BA series hangers Top flange hangers available in widths ranging from 1-9/16"to 7- 118" and heights ranging from 7-1/8" to W'. 2 DGBF series hangers Top flange hangers available inwkdths ranging from 3.5/W to 7- 118" and heights ranging from 9-1/4" to 24". 3 DGF series hangers Top flange hangers available in widths ranging from I AtZ'to 3- 518" and heights ranging from 7-114" to 2C. 4 DGHF series hangers Top flange hangers available in widths ranging from 1-W4" to 3- S8" and heights ranging from 9-1/4" to 24". 5 E05, EG7, EGO series hangers Top flange hangers available in width* ranging from 5.1/4" to 8- 7/8" and heights ranging from 11"to 32-1/7. 6 EGO series hangers Tap flange hangers available in widths ranging from 3-66'to 7- 114" and heights ranging from I-1f4" tt 37'. 7 GLS series hangers Saddle hangers available in widths ranging from 3.114" to 8-7J8" and heights ranging from 8-1/2" to 28. 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- U11" and heights ranging from 11"to 32'. 9 HB series hangers Top flange hangers available in widths ranging from 1018" to 7- 1/2" and heights ranging from S" to 30'. 10 HGLS series hangers Saddle hangers available in widths ranging from 5.1X'to 8-718" and heights ranging from 10-1/2" to 28". 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 7)8" and heights ranging from 7-112" to 32'. 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 1/8" and heights ranging from 14"to 37'. 13 HIT series hangers Top flange hangers available in widths ranging from 2-5118" to 3- 9116" and heights ranging from 18" to 26'. 14 HUCTF series hangers Top f ongejoist hangers available in widths ranging from 3.1/8"to 3-9118" and heights ranging from 5-318" to 13-1 W. 15 HUTF. HUCTF series hangers Top flange hangers available in widths ranging from 1-9MIT'to 5- 1/2" and heights ranging from 3-7/16" to 15". Concealed flange version (HUCTF) available for all models having width equal to or greater then 2-9/16". 16 HWP series hangers Top flange hangers available in widths ranging from I-GMV'to 7- 1/8" and heights ranging from 5318" to 28". 17 HWPH series hangers Top flange hangers available in widths ranging from 1-WIS" to 7- 112" and heights ranging from 5.318" to 37'. 18 ITS series hangers Top flange hangers available in widths ranging from 1-WV'tD 3 &8" and heights ranging from 9-1 f8" to 16". 19 JB series hangers Top flange hangers available in width of 1-9116" and heights ranging from 5.W'to 7.14". 20 JBA series hangers Top flange hangers available in width of 1.9/16" and heights ranging from 9-3/18"' to 13-118". ® Simpson Strong -Tie 2020 FBC Approved Products Updated 1213WMO For direct Inks to all SST approvals Isted below, CLICK NERE For additional information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance (NON. CUCK HERE. 5 SET-XP Adhesive Anchor for concrete 6 Strong -Bolt 2 (STB2, STB24SS, ST82.89S) Strong -Bolt 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-HBSS, THD-CS, THD-CSSSS) Titan HD Heavy Duty ScrewAnchor for concrete and masonry available with hex head In carbon steel and Types 304 and 316 stainless steel, or with countersunk head it carbon steel and Type 316 stainless steel 8 Titan HD Rod Coupler (rHD07634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, THD37212RH, Titan HD Threaded Rod Hanger for concrete TH050234RH, THD10212RH) 10 Wedge-AllLWA) Wedge -All Anchor for masonry FL11116230-R8 Aga Product Model. Number or Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bolt 2(STB2) 5 Titan 2 (TTN2) 6 Titan HD (rHD-H4SS,THD-H6SS, THD-CS65S') 7 Titan Turbo (TNT) FL#16937-R3 AJU Product Model. Number or Norma 1 X34BI018SKXIS1016,X181016-4KXQ1S1018.XQ11310104K 2 XLQ114T1224,XLQ114B1224-2K 3 XMQ114S1224, XMQ11481224.21< 4 X0114S1224, X0114B1224-2.5K X114S12200112S1224, X011281224-2K 5 XU34S1018, XU34B10165K Fr #cirri's^ RO JBa.# Product Model. Number or Norms 1 DSSCBd3.5, DSSCB48, DSSCB48, OSHS 2 FCB43.5, FC845.5, FCB47.5, FCB49.5, FCB411.5 3 FPHSD34S101S,FPHSD34B1016,FPHS03481018-5K,FPHS03481214, FPHSD34B1214. FPHSD34812145K 4 LSFC2.25, LSFC4,25, LSFC625, SFC2.25, SFC4.25, SFC6.25 5 LSSC4.25, LSSC8.25, SSC2.25, SSC4.25, SSO8.25, MSSC2.25, MSSC4.25, MSSC8.25, MSSC4.25KW, MSSC6.25KW 6 RCKW3, RCKW5.6, RCKW7.5, RCKW3S, RCKW5:5S 7 SCS43.5, SCB45.5, SC'B47.5, SCB49.5, SCS411.5, MSC645.5, MSCB47.5 8 SCS325/97, SCS62.5/97, SCS0251118, SCS82-5/118 9 SCW3.25, SCW5.5 10 SJC8.25, SJC10.25, MSIC8.25, MSJC10.25 11 SSB3.518 12 X1_SH34B1414.XLSHT8BI414 13 XQ1S1018,XQ1B1018-4K, X01S12141 XQIW214-3.5K X07SS1224, XQ781511224.3K, X0114S1224, X0114B1224-2.5K, X0112S1224,XQ11261224-2K, X34B1016-SK, XiS1018, X1B1018-4K, X1S1214, X1B12143.5K Product Doscription 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 -Bolt 2 Wedge Anchor for masonry Tilen 2 Screw Anchor for Concrete Titan HD HeavpDuty Screw Anchor for concrete available in 304 or 318 stainless steel with hex head, and 316 stainless steel with countersunk head. Tibor Turbo Screw Anchor for concrete or masonry Product Description 010-18 Strong -Drive XMetal Sent -Drifting, Tapping Screws with #3 Delft Poll 012-24 Strong -Dave XL Large -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Large Diameter Hex Washer Head 1112-24 Strong -Drive XM Medium -Head Metal Self -Drilling, Tapping Screws witla #5 XN Point and Medium Diameter Hex #12-24 Strong -Drive X Metal SO Drilling, Tapping Scrows with 06 Drill Point #10-18 Strong -Drive XU Metal Self -Drilling, Tapping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Fixed -Clip Connector #10-16 and #12-14 Strong -Drive FPHSD Froming4o-CFS Self - Drilling, Tapping Screws Steel Framing Connecor Sheet Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Con nectar Head -of -Wall Slide -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Dave XLSH Shouldered Self -Drilling, Tapping sets" #10-18, #12.14; and #12.24 Strong -Drive X Metal Seel -Drilling, Tapping Screws -e..a N N L Cl) _CU O 4 U N iZ O O .CD CU V C CU Ca O = O -00 O E U_ 0 .cn Cn -0 � Cn � 0 0- CU s� .� �'�/^�a VJ Q Q r� W J 0 ti C 00 N C X L.La C%4 t N t ,NY Q � m �N c� 3 a)., >+ Q..O � ¢ � O O r : L O > W Cn ♦� ICU O > L CL O i`r" L Q U O L- W U ICU m O LO CIO W W Z Z Z Q J 15 2022 SHEET NO. PA 1,2 T-11 I ' T21 r T TW T" -w r MIAM S AJK WOOFrtoDIICTCt>@�%tttJi. SECiTT 11ZDIi5SW26SWee, Room2E 3?81ARrU!(3`OFXxGVI.&'OATANDECOd10611C.XXS V*M.�R) �d�Floiidt331I3-:4�4 IN)ARDAlm CrUDE b Vism 'r (7S6) 3W2"D r cn* 315-259D NOTICE OF ACCEPTANcE mom Www —aar� PGTIradw*ies, Irw. 1070 Terms D ibm, NardiVvnke, FL 34275 Sc orr. M=NOAwbeagnsaedunderthe q0c&b*mksandreVkb=jpvavmgdieuaeof timmomakVie docamaaata ananbam leas beearevievatadand aece0oea trP -Dude cagstir R£R -Product C+outma secumto beusedinA&wxiDadeCauatyaiadodwaar~aswhereaUawe,dbytheAnihodlyilariggTuns (ARlI 7 is.NOAshallnotbevAA*f rdieeWmfi ndatesiaoedbaelpw.TheMami-i&,3eCoudyP't duet.CamlydSec" (in MamiDade County)."Nortlte AM (in aseasolttetthsa3 iDa&Couoty) reserve the right to have this t.or Sfax iltsalitytass=amcapases_ Yfthispmodatd ormad6esisifaila to petfastaiiathe accepted manner, thenuwdm*mwvniacu.dmeapedo.-ofsexhtedaagandtheAW=ny ediWelynevole,modify,or saaspamd the sae of such product of msiaxial Within � jutisdictia�at. RER reserves the tv re'volce this ifit-is dewf}]j,Viona-DadeCounly wduct ContalSectaon dw Ws pwdwt or Material faits to unseat the requirenmis of 9ze ap hie bro code - This prouctis approveidas469csibedbeaeinacdbasbon des"adtocomplywith Fb n&Buil"gCode, ncln lmgthe High VeiodgH=icaWZow_ P` DESCR3ON: Series as57W2770» idyl Glass Dow (Rciaafarved) vctvtei:99P & 13.+0 rarwrs-LML APP OVALDOCU T: Dmw=gNo.MD-S 4 R,evB, titled "Vinyl gGlausDo©rNOA(LW i tttmuo 21 of21, pn p wed'by snag dared O/05/15 and W revised on 0-..M1121, signedandscaledby A. Lyon , P.E., beating&e DedeComtyPmdodcCm brdRL-%isionstampvsiih&eNot m of Accept mm erand a Wind m dart by tse Dade Coaasuy Pmd=t Contrail-Sedion NIAM E IMPACT RATING: LAW alata4 St®tt1131fissdr Isagact Rent Limitations: 1. Sae table I (sheetD and table 2 (ahmet ) fvrappficable SOD unit sib design pressures, ni f wcarmen1SgPes, glass types, si sium (see tables B-1 & 84, sheeh 7-9) w4aaicliorlayoot sheets vaquiremnLU in i l gnu 16_ 2. Rigid White PVC, Tau-wtnte) Rigs PVC asrddBsom coaled- (Plvinsed or lamimttd) white Rigid PVC to be bibeledperrefaoi, m6NONsregmremmts. 3. Egtm operable doors nwatt on*y with au clear w1 thor hei*tperFBC Wit, as applicable. 4. Pocket walls sander separateappn ival, to be my edbyBniidiag offu' n1 LmaxG: Each unit sw bay a pennaseetlam wig therm n t 'sasmc orr logo, city, state anti series and fbUowingstatemea"M�D&&ConrnyPmdwt+C Agprwwr,n*Wlmeii_ RUWWAL ofdiisNOAa3 A be ra mdoectaSwa mwwdaW snatmhas beeafiledavA*kue hosbeenno t�ge iai �e applicablebtucoc]enegitivie#y affet t#� gedacnimce tifthis pradaet, TERNgNATio.,Nofd sNOAvrn'iloccwafte. dw"pntaticndatecniftherehasbemamvisimoreba pinihe. maberisls, nose, sndfar offfie par�aduct or prpaeae. Aquae ofthis NOA as an esadaase�e� of air psvoduc� firs sarles„advettisisig rar:asty otfserprarparaes shaIl asrtomatiraltyi ie tbss NOA. Failniem cem:plyvndt awry section of this NOA a to cause for tewmadmandienoWoMO& AD17ERTMIKNT: Th& N0AunuAwpiecedea by*e vl ode Cons ty, Firma, and follavred bythe expiation da semybedispaayedin advatisiuglieerattsre. Ifanypostionoftiae-NOAis disphtyed,. then it shall be done in ift emiretyi. INVEC IO:Accapycrf&sentweNOAshallbeptovubdtotheumbylle orAsdistaa'basrtoctand shall be at a fOrinV� at dtejob site atihe mat ofdie&s l Official - This NOA,crises & re nevm X. 0A4044i0.A5 and cessiats of "page 1=4 evide a —Pe es E4, E-2, E-3, E4, E-5 & E-6 as well as approval document :n oed above. The a mitled dock was aevieatred by Ishaq.I Chtndka, PY,. ?MA Into. 21440443 t f F.%0 ratiea Data April 1t 1824 i 5: +f h� tippia�-ai liste3A[seeit is, 2021 Psgo 1 POT ttie%1Sc. NOTICE OF ACCEPTANCE: EVIDENCE. SUM rTED 2. EYWksce Submitted =der provims:subatttid1t1 A. DRAWINGS 1. Dnvnng No. thin-55".0 Rev B, Wed -Vinyl. Sliding Glass Dow NOA (LA+i)", sibmts 1 ftough 21 of 21, pied by mounficturer, dated 10.r05/15 and last revisedon 04f22i20, sighed and saw by A- Lynn Miller, PE. B. TESTS 1. Test s am I) Airlu ttattion.Test, per FBC, TAS 202-94 2) Undai n Static Air Pressure Test, Loading per FBC. TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Mssile Impact Test per FBC, TAS 201-94 5) Cyclic VWmd Pie Loadingpear IBC, TAS 20394 along widtma> -cap dnwinp and diagram gait PGT Imo, Inc. represeutat a units listed below and tenured to"lify Dowsk 791 and Dewed 933 a, papned by Fenesttation Testing Ley, Inc., Test Reports No.: FIT.-7897, PGT PW5520 PVC Fixed Window (omit 5 in per, dated 09103/14 FTL-20-2:107.I. PGT SGD780 Alum Sliding Glass Door (snit 7 in proposao FIZ. 20- 2107.2, PGT.CA740 A.ltma. OTC VW&W (omit S in proposal) FTL-30- 2107 3, PGT PW7620A Ahmimm Fixed Window (unit 9 is psOpasal) grad FTL-20-2147A. PGT PW7620A Ah n== Fssed V endow (unit 10 in pwpono ,hated 07/13M all signed and sealed by Idamns Ortega, PE_ C. CALCULATIONS 1. Anchor calcW itLstim and owtutal aii*si , c * with IBC 70 Edition (2024 dated 04/22P20. Pqmcd by ate, signed and sealed , by AnfixwyLy mM P_E. 2. Glazing complies with ASYME13OWK -0 , -12 tuna -1C D. QUALITY ASSURANCE 1rlik&DacleDgmstnesntoftgplatotya dEconomic Ramuces(i=1 E. 3IATERIAL CERTIFICATIONS 1_ Notice of Accgtarice No.194W— .02 issued to Kuraray America, Inc. fortheir "Trosifon Uk adear, Clear, and C*or PE'B Glass Inwr1ayerf% expiring on 07/=4_ 2. Nome of AcceptanceNo.17-+EMO& 2 isstled toKuraray America, Inc, fortheir "Snug. CA t t (Ck%r and White) Goss lawthivW, atpaing on D7ED4)23_ 3. Notice of At ceptarice No. 18-1106.10 issued to V>� Extriisiom Limed for their "Brown Coated (Painted or Lamimled) . 3'4'taite Rigid PVC Exterior Extrusions for Windows and Deue, aVining an 099Mi24. A. Notice of Acctptance No.19-1106.11 i to.v—mm ExtrummLimsed for t series,01E 1000 Tan 202 and f0tser shades (Nato —White) ftid Ctbdar PVC Exterior Eztrusiams for W idows and Doors", wing on 12129/21. 1 1, Z k �� fig Irisq I. Ctraads, P3:,. Prodpaa Control Unit Saperviw X0A_ No. Z14i".93 . Es*ftt»p 21a1*; AwR 14, 2026 Approval Dow. Mardi N, 2421 Ea PGT b hntrie%lat. NOTICE OF ACCEPTANCE :E'VI1?ENCESUBh1 M. 1. Evidarnceaatbmitsed; >mider.paaerious NOA A. DRAWINGS i- marm arc s +die drawings and sections. (Suborn` uxder N0A:N'ar.11-01OZ 04) 2_ Dnwing No. MD-Sa70.0, t fkd"V SWMZ Glass DomNOAaW� sme3s 1 through 21 of 21,.prtpared by mantiflactum, dated 1Ot05/15, with revision A dated 04/05/17, sided and sealed by A_ Lytm Mild, P_E. B. TESTS L Test nViort on 1) Uv&m Static Air I've Test, pear FBC, TAS 202-94 2) i,arge mmie Impact Test perFBC. TAS 20194 3) Cyclic Wad Pressm Loading pert FK TAS 203-94along.- d and iait clragrant ofvlayl scliog glass do". byEmestration, Testing Lab, Inc., Test 1 t No. FTL S717, ?dated 1210'1115, signed and. sealed by 1dalmis Ortega. P_ E. (Test mpostievisett vat =5l16 and 02d24t16 2, Test report on 1) Air I tirafion Test,pe.r FBC, TAS 2,0294 2) Uniform Static Air Pate Test, per FBC, TAS 202-94 3) waterReddance Test, per FBC, TAS 20294_ 4) barge Missile Impact Test per FBC: TAS 201-94 5) Cyclic Wind Prone Loodingper FBC, TAS 203-94 6) Faced Entry Test, per FBC, TAS 202-94 along wiftmaslaod-W dsawnip and WaWlsh = diagiaml ofvMd sliding gbw door, prepared OyFenesbation, Testing Lair, Inc.., Test Report No- FTL 8546: dated 1 UW15, qpwd and, sealed by Idalrns Ortega, P. E.. (Test Mott revised are f IM46 and 02tl l(2016) 3. 'hest tit tut. 1) Auk Test, per FBC, TAS 202-94 2) Uniform Static Air Press m Test, per FBC, TAS 202-94 3) Water woe 'Pest, per FBC. TAS 20294 4) Large missile ImW Test per FBC, TAS 20194 5) Cyclic VWnxl Pressure Loadmgper FBC, TAS 203-94 6) Faced. Pantry Test, pet FBC, TAS 202-94 �. ofgins dow., by fenetw= Testing Lab, Iw_. Test Report No. Ff L SS47, dated 11OV15, signed and sealed by ldAmis Odegk F_ E..(Tent tepart mvised on 02a5/16) 4. Test report on 1) Aires Tea, per FBC, TAS 29294 2) Ukdom Static Air Pry Test. per FBC, TAS 2D2-94 3) Water Res, once Test, per. FBC. TAS 202-94 4) Lame VAMBE .Ire o Ted petFBC, TAS 201--944 5) Cytl c.Wmd Prose Lvadingper FBC, TAS 2,0394 6) Ftaced Entry Pest, per FBC, TAS 202-94 alotag with masked-W drawings and installation off sbding 11las cram; iu'egaze'd by F _ Testing Loh Inc, Test Fit No. P" IL 11548; dated 12M5, gpmed andoled wobyldahais 0jte5k P. E. (Test seporE;rvbed am 818 A6 and02/1lt1d).. I .�"7 I. Z4,07-16 Llaq L t%mm h, P,E. Preamet Control Uldt 5avpersimr . NOA No. 21429-SA3 EspiratioaDate;-s�ipra114,2934 3pgrasalllaites Marsh 3, 2esl E 1 CGI Windows and Doors. roc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (continue) a. Quanex Fart Nowap= SUNINAd with ASTM C519 Uanial. Conductivity a881 BTU -ate br--W-°F. ASTM F 1249 1 VIR Pass, ASIM D3985 Ox gen-Pass, ASIM E 21901.G_D rb*ty-No Fog -Pass (Saw&a underph' *ws NOA N& 15-0d44 OS) 6. Quay Partt rDu ase�al. complying wi* AS C5I8 Thal Cond iwty 222 Strut hr_-ii- `F; ASTM F 1249 WVTR Pass, ASTM D 1434 Argon. Pernzanm404ss, ASIM E 2189 LG. gmbdity-No Fog, ASTM E 546 Dew Point Development -2(rF in 49 ors_ (Snbmi*d tad er X0ANa.1 "40.05). ?. Vision FirtntsioM Ltd_ Parts complying YrithPVC_AAMA 303-13, VobmiarySpecificatim far Rigid Polyv Chlo a (PVC) Exterior Profiles for Vision Exbnl ts, Ltd--VEX-4 by AAMN Fenestration EVerwPr�ofile Cofificatnta Pam. (SubmiP ed anderNO4 N& 15- 0409. n $_ Vision Eantrttsioms, Ltd. Parts complying with PVC-AAMA 303-13. (Subni#ed a nder.NOANa 15-I'40P 03) 9. PVC-AAMA 303-13, Vokinlazy Specification for Rigid Po?Yvinyl C11ocide (PVC) Fxtetim Profiles for Vision Ems,, Ltd_ VEX 1 by ,AAMA Fenestration Exterior Pro81e certification. Progtasa_ 10, Notice of At to w No 18-1217.14 issued to Energi Fin Sodas, USA, Inc. for then: -Tau 3040 a it hit ode (rhos whiff) WMW Rigid ATC Ever, Ems fi r' WhKiews and Doors', on O2 MU21. 1L Notice of Awe No. 18-01U.02 issued to Ettergi Fenestratim Sohition, USA, Itw, for their s ` Whipe R40d PVC Exterior Exam== f+rti Windows and Doors", equait;g an 02t2W3. 1.2. Notice of Acc No .2"203.03 issued to Energi Fenestration Soh�uon, USA, Inc. far their "Bronze &riot shade cap coaled WbAe Reid PVC Exterior Eatrusons for Wimiews and Doors", egg. on 04elos. F. STATEMENT S . Statment letter of cow to FBC " E&twu (2020), dated N=0, issued by signed and seated by Avf'lmny Lyra MsTlrs, P.E. 2. Statement Letter of no Enanci2l interest and wof -fit, iss ied:by mamifactum, dated 04/1 SnO, signed and sealed by Anthony Lym Miller, P.E. 3. Private Lal limp Ageenind docummR bdween PGT,- dated 038WS and signed by all its G. OOTHS 1_ this NOA rem NOA# 17-�N20.06 (fV'Tw/CG1) and Wda'tes toFBC2024 (7&E*dW, expiring 041/21_ 2. RER Test pwposab #LQ -11S5 darted 0l/I" approved by ishagl_ Chmda. PE, expi g 04/14r21. s1"7 Llq L. aGiaauda, PF. Product Castra hart sworsiaar N" Na. 21-9205.63 Expiration Datate AjAl 14, 20261 :?ipproeal Dater Mar+ch:1S, 2031 E -3 NOTICE OF ACCEPTANCE: EVIDENCE SUB3IITTED B. TESTS (rmliunuod) 5. Tea report an 1) Air 'Infibraim Test, per FBC, TAS 202-94 2) Uniform Static Air ftmw Test, per FBC, TAS 202-94 3) Walter Resistam Test, per FBC, TAS 202-94- 4) Lame Missile Impact Test WFBC, TAS 201A4 5) Cyclic Wind Amme Loadisgper FBC, TAS 203-94 6) FvicfdEntity Wit, per FBC, TAS 202-94 along with inarked-W drawings and mstalia m dogrm Of vmtyl ",Mg glam d oar. pmpared by Fewstratim Testes Lab, Inc:, Test Fsp xt No. FTL 1f549, dated 1UM5, signed and sealed by Idahms Oda,, P. E. report revised on 12MS and 02/I 1/16) 6. Test report an 1) AirluMtration Test, per FBC, TAS 20294 2) Uniform Static Air Parr = Test, per FBC, TAS 202A4 3) Walter Resistance Test, per FBC, TAS 20294. 4) Large Mmle Impact Test per FBC, TAS 20194 5) Cyclic Wind PmaveI.oadingper FBC, TAS 20394 along with nmwkad-W &=MgS and installatim dim of vinyl sliding glass door, plated by Fenestration Testing Lab, Inc.., Tell Report No: FTL &"2, dated 124Aq5, qpmd and sealed by Id is Ortep , P. E. (Test xetrrrrl wvised on 0211512016) 7. Test report an 1) Uniform Static Air Pie Test, per FBC, TAS 202-94 2) Large Missile Impact Teat per F'BC. TAS 20194 3) Cyclic Wind Pteszoe Loading per. FBC, TAS 203-94 along With -W dramas and installatiou dia g m of irtpl sliding glass door, lxepmdi by Fenestratim Testing Lab, Inc., Test Report No. FTL 6 (samples A-1 thru A-22), dated 11119/10, signed and sealed by Jbrp A Corm,. P. E. (Svhw&W mrdearArOA'Na 11 0107.04) 8 'Test regart on 1) A)satiott Test, per %BC, TAS 202-94 2) [?llifororl Static Air Pressure Tests per, FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94_ 4) Large 1V male hnpact Test per-FBC. TAS 201-94 5) Cyclic Wind Prue Loadmgper FBC, TAS 203-9+4 6) Fomed Entry Test, per FBC, TAS 202-94 along witLmanlmd-updrawings and won diagrann ofuinyl sliding glass door;prepamd by Fenestration Tending Lab, Inc- Test Repmt No FTL 6337 (samples A:1 dau A-51 dated 12,E W10, sign and sealed by 7oige A Cam, P. E. (Submin'dd under NOA No. 11- enz, 9) C. CALCULATIONS L Ar> bibr ve ictar tt oms and_ stru al mabj*, ompkiing with FBC-2014, "used by PGT, dated 12109/15anfast wnsed ant=15116: wed and seed by An9myL Milner, PX. (Subrn&W wrde?rN D.ri Xa. ZS-1210 01l 2. Glaaang complies with ASTMS 13MO. Product Control twt Sup"Tisor N�DA Ne.11-0293A3 Es catfmr Dmie; Apn'l 14,142d .ilpprovai Dater xsoft t 2s, -"21 E PGT Iedwftk% Lit. 3. New Evides" Submitted A. DRAWINGS 1. Dmwbag No. M D-337o.0 Rev s, tithed "Vinyl Sliding Glass DoorNOA. 9W, sheets 1 through 21 of 21, pmpaiet by matnabeft=, dated 10/05115 and last reed on 0201 QI, steed and sealed by A Lynn Moller, P.E_ Note: Ihs w sian tsaristsrat of same existing installation screw with flat heard. B. TESTS 1. Notre. C. CALCULATIONS 1_. Nmr- D. QUALITYASSURANCE 1. 3+ham%I}ade Dgmbnent of Regtltatosy and Economic is R svttctxs (RER}. E, MATERIAL CERTMCATIONS. 1. Nonce ofAoeeptaace No.1+94305.02 iced toKararayAmer%a. Inca fortheir "TrasifWt Ukradear, Clear, and Comer PtiB Glass bee ayers7, a gAting an 07 4. 2. Notice ofAcceptance °No.17-480&02 issae+d toKurarayAmerica, Iac.'for their *Senn (Clear anti W'itirtc) Gim Interhv ers7, atprnimlg on 07704123_ 3. Notice ofAccept eNo.19-1106.10 issued to Vmm Extrusions, Lamd for their `Brawn Coated (Patted or Laminated) Wlilte Ri ir1 PI'CEar Extrussom for'P Widows and DaoW, 6 - i g aft 0913tb24. T Notice ofAcceptance No, M106.11 issued to Vision Extrusions Limited for dim senes, "VE 1000 Tan 202 and Aghter dmiles (L an-3 h*) Rigid CeIIular PVC Exterior Embusions for Windows and Doors , egg an 12t29121. F. STATEMENTS L Statemnt letter of confimnsum to FBC 76 Edition (20201 dated 026:112i, steed by ___ uftttzer, signed and seated by A*hany Lyrm Mt7ks, PE. 2_ Private LAwling Agreemett elated i13A =l betwem PGT Izhsftw.�, Inc. and CGI W"mdaws and Do= Inc., signed by Dean M. Ruardc, P.E.. V.P. Engineering on behalf of bath. G. OI BERS 1_ . Dis N•OA lenses & renews NOA# 2e-0429.05 (PLAw/CM 04114t26. 2. The cuffed associated PLA CGI file #21-0205.0L aWiting 04/14n6. E -b. LAnq L church, PF. Prod Comt+va Usk sworvisor NItA 2i% 21-0205.8 Eigriratton Dad*. April 14,1826 Approval Daw March 2S, Ml PDThWkNt* ,Inc. NOTICE OF ACCEPTANCE. EVIDENCE SUB3IEITTED D. QuAury Ass"LANcE L Miami Dade Department of itegalatory and Economic Ramses (RER)_ E. MATERIAL CERTIFICATIONS L Notice ofA:xaep a ceNo.15-W21L14 issued to Vision EstrussonlAnded fortheir While Rigid PVC Ezt niw Fatrusi ns for Windows and Doors-, darted 080/15. egg on 0913(/19: 2. Notice of Amepta INo.16-020 iced toVision Extmsion I.itnrited fortbek " E 1000 Tan 2,02 and V&ter Shades (Non -White) Mod PVC Exterior Ea ens for Witufiwa and Doors7. dated 12M6, eeacpiring. ent:121291s1. 3. Notice of Affiance No. 15462915 isstaed to Vinous Fimsion Lnuted for their 'Bmmn Coated (Fainted or Lambasted) White RWd PVC Exterior Exhlas ms for Wkw1ows and Doors dated 09JI 115, expiriqg on.09/M9. 4. Nofim ofAcccpta=—Ko:1"712.02 insured USA, Inc. for their -TAN no and I.ihtaer Shades (Not-Whae).Mod PVC Exterior Extrusions far'WIndewsand Doers" dated 09/I5116; expiring on02104/2i. 5. Notice ofA=ptaameNo. 1"712.04 issued toENERGIPeneWafimSohitiow USA, Inca fox their "$range and Lighittr Shades ofCap Coated Rigild PVC Exterior Examshms for Windows and DeorC dated 09/15116. egg an 041160. 5. Notice of Ate_ No_ 164712.03 issued to ENERGI Pmestratim Sahttitn USA., Inc. fortheir "White Rigid .PVC Exterior Extlrusious for Wmdows and Doors" dated OBA0117, eat ift an 021181M. 7. Test >raepcatts No(s). 10-002-792(i4.), 1"6 M0527, 535753-09, per Ag 14IE-K ASTMD1929 at d ASEVO-635, mied by EXOVA to'Vo-ionExtrusion fora ate ntates al. (Su b3l Medunder,X&4A=r.114107,04) 8. Notice ofAca Ttance No.14 016.11 issued to Ku2my America., Inc_ for their ' Seuta'y'GW* (Clear and White) inierhayer", agirigg on 07/04/1 S. 9. Notice of A eptanceNo.16-1117.01 issued to Koraray America, Inc. far their °Tr nifeW Ulu -ad ter, Clear and Color 1%B inteilayeW, egg an 07MA9, F. STATEMENTS 1. Statemetrtldttx n€confounmice wi1hFBC-5n'Etlitic►n (2014) and FBC-PEdidon. (2017j named by 1112sufacturm dated M4117, sighed & sealed by. LynaMiller, Paw 2. Statement Setter of -up foancial merest, dated ll4 8117, issued by nmanufaictumer, signed & sealed by LymeMiles P.E.. 3. IAfterof lab complimm part of the above test reports. 4. RERTest Pmpasal No.17-0397, dated 05M5/17, signed by Ishag Omda, P.E. G. OTHER L Notice of Acceptaatae No.15-1210:01, issued to PGT Industrim for their Series -557012770" Vint'! SMing Gas Door oteiditmed) — L:M;L' ea€pan ng on Wi+4/21. . LAUML cam, Par. Product Control East Superrisor NOA No. 21-41"A3 Expira4ma Dote AqM 14,1tFZ6 AppraarsiDates E4srti 2�a,3�1 E -3 N N � —Cu > os o v � i Q o O ca C O LL p � .Cn N .� Q H -0 = .4.. Q a z ri W J ~ ) a � N J � .v a _- w � c (r, ctoc` y Q. -0 W 1�r) r E C O O U = r 6' (� ti- 0 W in Z -t•-+ Cn CU O s_ CDL Q U O t;n CU Q t` w CU a z J Z Q J a SHEET NO. PA 13 March 15, 2022 1 P 7 r, F Ili Fr LIrAy1fl' ' Z I ILI ECO TILLR TENT -MO a ENGINEERING COMPANY WAT TRR A. TILLI•r, ]P- P.E. tiltcco@W.com I1LPA, L IW W \4.44t47 PL CA Liu- Nu.00719 PRODUCT EVALUATION REPORT REPORT NO.: 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER, 01bbal Proollsketi-mon Products I.I.C. 4800 S.W. 61 Stoat Davis, FICHide33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Wafter A. T1111t, Jr., P.E. (System ID # 1900) to the Global Protection Products, LLC, Rule Chapter No. 81G20.3, Method 1 D of the Florida Department of Business and Prolesslonaf Regulation. This product is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product fa for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision In case of a Building Code change that may affect its limitations and conditions 2- EVIDENCE SUBMITTED: 2.1- PRODUCT EVALUATION DOCUMEN fP E D h Drawing No. 30-178, titled "20 GAGE GALVANIZED STEEL STORM PANEL", shoats 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and seated by Wetter A. Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral partlls Evaluation tort. ��gtriort, A, r!lU T L�CENs� ✓, No. 44167 yO�'•• fitaalo� •'�� 6355 N.W. 36th S ( Street, Suite 305, Miami, Florida 33166 • P731me: 305)871-1530 -�' ,tn,r• +t,"`•`� 1 PRODUCr RE•. 2 2.2. TEST RE Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports p p prepared by Hurricane Engineering & Testing, inc., Reports # 96-569 dated 08109/1996, #96.570 dated 09118/1996, #96-T30 dated 09/2OM996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/1 Oil998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by OC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, 2.3, $ rRUCTURAL ENGINEERING CALCULATIONS: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind bad, as well as maximum anchor spacing vs. design wind bad and panel length based on rational and comparative analysis, and In accordance with section 1616 of the Florida Building Code. Calculations prepared by Tikeco, Inc., dated 11/03/08 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE_: Large missile Impact under section 1020 of the Florida Building Code, as per TAS 201 Protocol. 4• VYIND_LOAD$ RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall boas indicated on sheets 8, 10, 14, 15, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176. Maximum Anchor Spacing shall be as Indicated on shoots 8, 9, 10, 11, 14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. 5. INSTpLLATIOW Installation shall be performed strictly in accordance with details indicated on sheets 3 thns 7.10 thru 20, 23, 24 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20-176, Minimum separation to glass shall be as indicated on sheets 8.14, 16, 25 and 26 of 26. of Product Evaluation Document (P.E.D.), drawling No.20-176. toolll t ENSF •.9 167 7 2 STATE OF asdSR..sLAiv 9.3) PRECAST CMCKn PANELS, STUCCO ON THE CAM LL PRECAST STONIE- 1SO ENUSTI O NOANCHORS SHNU.LOW DaW11 To THE MANS RICH RE KHM SUCH PNIUSS. t. STORM PANEL S HDIIN ON 1H5 PRMUCT LMYAATION DOCIMNIT (P.EDJ HAS BEEN VERIFIED FOR COIPUANCE IN AIIOORAOE SMALL SO MENTIONED IN 8.1) AND IN82). ACCORDANCE WITH THE 2020 (7•, EDI,IOIQ W 1,E 110RDA tRURDRIG COOS (C) TO umm am nr. NOT NGWIY C 0+u T• DEMON WINO WADS SMALL BE DETEWaNED AS PER SECTION ,6m OF THE ABOVE MENTIONED CODE, MR A WIND SPEED AS REOLMIIFD BY THE JURISDICTION WMEE THESE SIARIOIS WILL BE NW ALLM AND - 1/4-0 TAPCOM ANC HOa. AS WMWA TMEO BY I.T.W. KILDE%. NC. - #14-10 PAMOLWTE FE MME D AND FAM.WTE PLUS ANCHO 5• AS MANUFACrUM BY 0.00 CONSTRUCT*" PRODUCTS. FOR A OgECipNNJtY FACTOR Kd.O.M. 1S K ASCE 7-16 AND SHALL NOT MCED THE MoUcuuY (AS,D.) - 1 /4•• LAD SCREWS PER M.D.S. DESIGN PRIESSU E RATINGS ROK•,AIM ON SHEETS 7 7NM 12. 14. 15. 16. 19 A m, - 7/H•f A 5/6' WOOD SIUSHOn AS OSTRNUM Of ALL POINT SCREW. BOLT A SPECIALTY OM IN ORDER TO VEWY THE ASOIE CONDITION, LLT1W$ OE710/1 WM LOADS Otfl M W PER ASCE 7-10 SHALL M FIRST REDUCED TO AS.D. DESIGN WMO LOADS BY MWWYM INN BY 0.4 INDOM TO C.1) WA M M DME400 PDETPARON INTO WOOD a TMCON ANCHM SMALL BE 1 1/2' AND 2• FOR EWD PANEUMM PLUS COMPARE THIESE W/ ML1. (A.&D) DESIGN PgESSLUIIE RATOM INDICATED ON SHEETS 7 THRt I2. 14. 15. 16, 19 A m. AND PArELMMLE FE ALE ID, M atoER 1b v06HY 1/NT ANCHORS ON THIS PE.p. AS TESIFD WERE NOT OVER SfREb56D, A 33I MCIiASi N AUAAWIIBLE C.2) MN" THREADED PEMETRA7ON OF LAO SCREW. WM THE WOW :WANE VISIT SHALL BE 1 1//22''�� 1D THIRFADED PDEIRAt1oN MQ stucco RHALN BE COAL510EREi0 AS 1ARr ai THE amuIEo TTRF.. PDIETHATW. ION STESS FOR WIND LOADS WAS SOL USED •N THEM ANALYSE. FASTENERS SPICING TO WOW HAS BEEN tEM%0ED N ACCORDANCE WITH N.D.S. 2016. CS) UM M EDGE O NICIE OF L40 SLRIDIM, INTO WOW SMALL BE AS I OICATEO N THS DR WM STORM PANEL'S AOEOLNLY FOR W MT AND WIND RESISTANCE INS BEEN YLT M N ACCORDANCE RIM SECTION 106 OF THE ABOVE MENTIONED CODE AS PER HURRICANE ENCI EERMD A TES M INC. REPORTS 26-SM. W570 A 96-T30 AND C.4) NNNIUM PEKTRIATION OF WOOD BUSM SMALL M 5ro•. 1/4• 0-20 SCWM USED SHALL BE 1 1/r LONG WOW FDCPR%TDN MOW LAO NC„ REPORTS 02D32 A #2120 . AS PROTOCOLS TAS•-201. TAS-m2 AND TAS-203. SHOULD s1LI000 COST. AND 1• MMKO FOR MLS WITH NO STUCCO. AS 1203 Sr AMERICNDOWHN TEST NAB OF SONUM FLORIDA REPORT #02/9.01-00, AS PER TAS ml, TAS 202 AID TAS m3 C.5) N CASE THAT PRECAST STw 4 OR PREOABT CONCRETE ONES$ STUCCO OR WOOD BOARDS BE FOND ON THE D MO INUMOMROs. 2. ALL L.UMMM r)I1IRISIONB TO BE 9063-TB ALLOY AND TOAPFF. (UNLESS OTHERWISE NOTED). SEE SHEET 2 WALL ANCORS SHALL BE LORD DO" TO REACH THE MAN SIMSU;W BEHO SUCH PANES, ANCHORAGE SHALL SE AS IEMMOED N C.1). C2) A CA) 3. ALL ALUMINA SHEET METAL USED AT CLOSURES SHALL HAVE 3105-1114 A,LOY. (0) ANCHORS 94AU BE INSTALLED FOLLOMC ALL OF THE RECOMMENDATIONS AND SPOCFrATLONS OF THE AMCI*WS WNWACMWLR. 4. ALL STEFL SHEET METAL PANELS SOIa' AST63 M A-6GRADE 50 IWMIKN, G-60 oAL.TIUIRED STEEL DESIONN710N W/FY- S" NM UTTER ROLLED). te S. PANELS MAY ALSO M INSTALLED MOR IA LY FOLLOWING NSFALLAIDN DO &$ D*YM ON SECTON 3 THROUGH 10 (SHEETS 4 THROUGH GH 61 E%CEPT THAT MEADOWS CA ® SHALL NOT 9E USED- 3. ALL SCREWS TO BE STAINLESS PM 304 OR 316 ANSI SERA OR CORROSION REMSMMT CUM CANON STEEL AS PER DM "CIS W/ 50 bM YIELD SnOMM 40 90 to YDrU STRENGTH E)DA &HCOMPLY W/ FLORIDAMM=4 CODE 9. T SHALL BE THE RES NM*Ur/ OF THE CONTRACTOR TO VIERIY THE SOUNDNESS OF THE STRUCTURE WHERE SM U" IS M M SECTION 241 .3.3.4. .TO M9 M PROPOR ANCHORAGE THIS SHUTTER MOLL ONLY BE ATTACHED TOCONCHM BLOCK OR WOW FRAME S. BOLTS TO SE ASIM A-307 GAMINIUM STEEL OR AN 3D4 SERIES STAIMESS STEEL WITH 36 W MM " YEW STRENGTH. 10. EACH REQUI AR STORM PANEL NTH LENGTHS OVER r-9 THOUGH 12'-4•. AS PER SECTIONS 5. S. 9 A 10 AND ALTERNATIVES SW, 7, ANCHORS TO WALL SHALL BE AS FOLLOWS- 9W A UDR ON SHEETS 3. 6 A 12 RESPECiNELY: SMALL MINE A IWO r AND REAMT VtOU WRKM NSIRUCTING OWNER OR TEWWT TO SECURE PANELS WITH APPLICABLE RUNFORCOWDO OMVD POWN OF HMRCAE WARNING, (A) TO nn9T9Nc PORED eoNHJATE: 11. THE NON SIAL1ATCOMMA I a TO SFAiL/CHISN ALL AM COMPONENT EDGES WHICH RIWM M CONTINUOUS CONTINUCONTACT WITH - 1/IY TAPCON ANCHORS AS WNLFACTMED BY t.T.W. BLKDEX. INC. (W. F,r3192 p•;.) THE NMDM TO PREIEM wND/IWN f(tR aw. - 1/4• ♦ . 7/•' DALx-M ANCHORS, As MA,IFACTRED BY PC, (MIN. LT a S CIALp-L) - 1/4•• A 3/4' SOD -SR ANO10R5. AS 06TRIBUrm BY ALL PONF SCEEM'. BOLT A 9PECµttt CO. L Po 12, STORM PANEL !INSTALLATION SHALL COMPLY WITH SPECS HOGGED N THIS DRAWING PLUS ANY BU LDIN• AND 20MMG REGULATIONS (Mn rv3000 pal.) PROADED WY TIME APUS CIQN WHERE PERMIT a APPLIED TO. - DARN, PAEIAIATE FEMME D A PANDAATE PLUS ANCORS, AS MANUFACTURED BY FLCO CONSTRUCTION PRODUCTS. (MWI. P.A.H.) 1& (•) DO PRODUCT EVALUATION DOCUMENT (P.EO.) PREPARED Bf THIS ENWNEER IS COO RC AND DOES HOT PRONpE IFORILTM OF T*0 - 1/4•• a TIP-QRIP ANI'.HIDRS, As WNUFACTUED of TRU-FAST WRPORAl10N (ra.36W P.rl) FOR A SITE SPECIFIC PROECT; IA. MERE 111E SITE CONDITIONS DEVMTE FROM THE P.EO. A1) MWURM GABEOEN, OF YAPCON ANCH(ft INTO POURED CONCRETE SMALL BE 1 3/4•: r FOR PANELWTE FEMALE (b) CONTRACTOR TO M RESPONSIBLE FOR THE SU.MM. PUROMK AND NSTAlATON MiUM LIFE SAFETY Or THIS PRODUCT UM ON THIS PY PAODED YE COOTOO DETAEED O" INS DOCIALM. D AM PANETIILTE PLUS AND 1 1/4• FOR OF TAP-CW ANCHORS. AT SITE 6 '� A2) CAUL-M A SOD -MET ANCHORS SMALL 9E DMEDOW 7/9• INTO THE FORMED CONCRETE No ENNEOMFM INTO (0) TWO PRODUCT flWUUATION DOCUMENT WILL BE CONSIDERED IN1VUD F MODIFIED, STUCCO SHALL aE PO M M. 1/4• 0-20 SCREMB USED SHALL BE 1 I/r LONG M6A6A 90JLD STIN:LO COST. IO ,' MOO" F17R MALLS WITH NO STUCCO. MO MAY BE 1EAOE11 SM" OR ALL TH IAOED SOMMS W/O HEAD. (n SITE SPECIFIC PROJECTS RILL BE PREPARED BY A FLORIDA RCGS,ENN ENOIND.R OR ARCHITECT WN?I WILL Somw THE BUT OM 'WINO NUTS. DU\UR OF RECORD (LOJU FOR THE PROJECT NO MO MILL •E RMPMOLE FOR THE A3) N C48E THAT PWOW S10NE PRECAST CONCRETE PAEL& PAVERS. SMCCO OR WOOD BOARDS WE FORD ON THE PROPER USE OF THE P.E.o, DOOM= Of RED=. ACT= AS A 011116ATED ENGINEER TO THE PXO1 ENGINEER. MINA. SLOW TO THIS LATTER THE sTE V C91C ORMW4S FOR NEVER E%6TID WALL OR FLOOR ANCHORS RALL M LONG ENOUGH TO REACH THE MNN STRUCTURE SE14M SUCH PANELS. ANGIORA'OF 911LL BE AS NENIDNEO INAt) AND M ANDA2). (•) ORIG6MK SEA. AND SONAIURE a 71E PMFESROIAL FAKp1EER 1+F7 THAT PI�ALED (a) �r�"Y - 1/4' / tAPOON Af/C110R5 AS FMWD 1. T. W. NRWE%. INC. ,4. SHUTTER MMKIFACTREpS LIBEL SHALL BE LOCATED, ON A READILY VISEIE LOCATION A SWORN ORS. AS AC - t/4• F A 7/6' 6MIH-N ANCHORS. AS WTKFAC11Mm BY DEMALT INC. (MIN. Yc-75M PAJ-) PANEL SKITTER N ACCORDANCE WITH SECTION IIN.A3 OF FLORIDA BUOM WOE. ONE LABEL SHALL M PLACED FOR EVERY OPDOO. LABELING 10 COMPLY WITH SECTION 1709.9.2 OF THE - 1/4Y % 3/4• SOLO -SET AAICHO M AS D15TRIM11FD BY AL PONT SCREW, BOLT A RIECALTY CO. FLORIDA aIIKDMO CODE. (MN. f,_l W0 P.01) - 014-10 PAMELMAIE FDA" D AM PANEIWTE PLUS ANCHORS. AS MANUFACTURED BY CLCO CONSTRUCTION 11M DRIWlffO SHILL ONLY BE LSID 70 PRODUCTS (MN. re-2071 pal.) µ1fNM OBTAIN KR A IS M THE STATE OAF 110160E - 1/4- • OF TAP -OW ANCHORS. As MANUFACTURED BY TRu-FAST COMMMTMN ER A••T// i . ••"'•• '• r 0.1) WO" EMBmMEM OF IAPCON ANCHORS. FLCO PAELIM1Ei AND CF 7MP-GRIP ANCHOR.NTIE VC '• Y n11PTrOd FLORIDA BU DING CODE s hTD BLACK UNIT SHALL M 1 1/4•. '• NO. 4 167 •2N11 aim M 20 DACE GALYNN2E0 aTEEI. STORM PA•EI. 9.2) CAK-M A SOLID -SET ANCORS SHALL 9E SIMMODOE0 7/6• RIND THE CONCRETE BIDCH MST. no RIM RSTUCCO SWILL K PERMITTED. 1/4• •-20 SCREEWS USED SHALL UJE 1 1/2• LONG MINMUM EXIST. AND 1' M64K4M FOR WALLS WITH No SMCCO. 'O.: M. ,.- III palm rio I.i.C, I INSTALLATION DETAILS INTO EXISTING POURED FOR REGULAR CONCRETE OR CONCRETE PANELSO) & 12 BLO K STRUCTURES cocom ANAaW{ TANIAM #ACN f IN" 9 N_M�" no� (m soE AMVgI1avAu� W�EL'Ii 9 tNIaHIWN' ` Weals 6 i1MWuwON;\—G. C ,..11 I HO scm ANGa" Wi13Ts f MRNAIM°N a) � Dam Paumm M r 4 9.4i M . '""` 1' MR,,.� '/_• ,,•• AV _ 1 /2-I , , & FCEE , 1• Min•- aMa. o°nriiT[ HWOAR6. 1 i 1 2 1 1 I i 1 t 3 Eo. EMWM POUREDi o rAir. i 1,r \ , dal 6 J IWn a.wrmmm6 e Mlr It1 ' • 6 Y+�9 1 •ALL 1 WIIWWLJ I ' ,B , 'L 911 Nppygl -�� la► lIM�1 i ..1 9 , I —F°°' w MAIN, 1 •Ar -! •Aa• 1• ■AR 1 1 �:J 1 1 W 1 / 1 1 1 I � 1 � ' 1 • 1t[ � � 1 Z [[ Eb. I I • 1 I I I 16 Iff S 1 1 • r e.a • C16MO MIM�.i MWCROR 1 .i--- ,2�9.a• Naa ++ CON=, Ear" PNQI ) ED , ,/roe._-_l MNeRM RDCI eTE REOtRI1ED. ! • SIW • , i q ,>r u r ; i 1 _ - MNCAM BLOCK Rwumm COW OR CONC ETE B it ;comom PR�AMINNor00mwmmoo" I' I--E 'n J ,'• M,,~,J4 L "E 4 9.9 d a(fWErt6. ON - "Has foLlIE. mMON 8"wm a 71MLNN 9) a MrO11G imm a HRGaHn D�a am"6) SCALE ]/6.1 A1PMMMF� SElilllii_6� IOUNMO 9rxE , amp M4rV�1�1rEaM� ga KQLWM I11MATEi A>oMooAA� 9OAE , 4GWE 3/h, A E.D. • m= DOrANM 1 ( DIA.E ON - ; p pArL SHEETS B I 1 t • ,1 1 1 fR0 • ! ODIIBINATIDN OF SEL'11014 NOME FDRTOP 1 2 f/r 11e r 1 A Dorm MOUNTIMMS SE � aN4 e 1 ER X T/ MYII COMMAM IN ANY WAY TO .((�f 0WAULATLON. . \ t,10EAl,' :•� EMS11M6 1'oL•,@' 44EA.^— FIARIDA KBI DING CODE WWI no jOM MIIOLTE s R[O,RIED- Ag1p1e �• �, TF sari an:A w- ,j. m CAGE GALYAIMOO STEEL STORY PAELL oRMN an MIRTE 6 DRo,IG,°M IS) 'P•: ATE • wAvmw O., �F.. PROTECTION PRODUCTS, U.C. IL Cato ECOrY•. lGILE 1 sd/ ANAL E ' yf� WNW RrM. AMOR,c aNNas - aN)wa-sm 20-376 ro-,s _ A , PN IN-,w4 INIWp Nn lWOfBa719 a r 4Nt Al a.►.. P; PHOnLCT r.V,if.EIA1'ION Lti`pOHT NO 2e.•7L.8E j B. MATE RIAL RUkL CtiA RACTERiSTIC$�D SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components Irrdlcated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shell be as indicaftxl on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.178. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shell be strictly In compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, tndlcated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.178 prepared by Tllteco, Inc. and signed and sealed by Waiter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Waiter A. Tillit, Jr., P.E. (Fbrtda License No. 44167), President of Tilteco, Ina (Florida CA-000(171$). a\µ\IHNIIf/+iyfr N. 71(�r �Q�. JCENSF•:�9, f�rj"� =. STATE OF ram' vock%N'ys/ONAt• �•�V lfllllllf1µf11\ wnTTu O;1 TILT -CC ADMON RECORDS l P. E. REPORT_20 \ GLOBAL. PROTECTION PRODUCTS. LLC \ 20 GAGE GELLVMW17F0 STEEL bTOFG( PANEL( DRY1Y) W 20-1781 REPORT / 264778.01 PIIfE2S fMD LP •V1t1 W/ man 0" EDDC� ��. m ISOMEtItIC vlEw nETUL A R1xRDED COMJER •ENDS OF PAWLS END LP W/ prLIRD FDM. (N.T.S) 15 0-0 am r 1 L ECO INC. TILLR TESTING a lNGIN[[RINO COMPANY YIfALTS3RA. TII,L,TT, AL, P.E. tilteco(�spl.coln PRODUCT EVAt.UATIOriR>•`pORT O•F%1,kwrNo44167 ru:.A NewMM N0.00rMT19 REPORT NO.: 204727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global ProtactMrLProducts, L.LC 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATIONS This is a Product Evaluation Repoli Issued by Waller A. Tillit, Jr., P.E. (System ID # 1908) to the Global Protection Products, LLC, Rule Chapter No. 81020-3, Method I of the Florida Department of Business and Professlmtal Regulation. This product is being Issued an Evaluation Report as described herein, and has been verified 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 at least equivalent to that required by the Coda. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that. may affNs,ct its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (p,E.b.l: Drawing No. 20-175, titled N24 GAGE GALVANIZED STEEL STORM PANEL, sheets 1 thru 18 of 18 prepared by Titteco, Inc:; signed and seated by Walter A. Tillit, Jr., P.E.; dated 07/27/2020. This drawing is an IntesP1A714itlrls Evaluation Report. a PEE., R 1(/j✓ �— � • CENSF 167 s g 9,• STATE OF 6355 N.W. 36th Street, Suite 305, Miea,i, Florida 33166 -}?hone: (305) 871���S9�1�-I531 .19r (row. Worn)---- -,.YO• oOlf' BIN. IINCR ak%ONM WED. A-40 1 2�• 1 GYP. T METAL A_I LgTAL A I , Nd T.350• ®, END STORY PANEL �! 2.1100'MET �1E1720 • SROWYETWS.7a0•.- (p/A"'E0G1� A19/ 6LTAW 1 .� 0 rhr HEADER O3 •Ur HEADER O4 MW ® ANOMIE MIITM STt10Mr t- 390 1.407i.1167• •aa_ f -MM AN' sU !SM NDLE WASHER A63 OALVWtNEfD ST[Fl 376•• NAIr10H1111C IrwDl / Wt"'CA001PI0IMIY 1�1 • 7/a1A3/32' WIMIFR (f6UrRIM aTDi M NOIRI /SA1E0 s+m). STUD TATEM"°' T.An or AIR 0 1 � 1 1 1 6 1 1 I 1 1 O°WW11-.1 1 A14Rt mA WA6M pp YtQ'lHIR I IM Tam 1 t� t 1 ODNCM FafRIa ra1Mm n -J 1 � 17P-9M► C011dlnE AMGaM _ R�ELTM 6 7Haan« n ,MOIRES ON ' MULE 3/9., i,fCl ALUM. 11NE CO I'. � / P.T. WOOD PLATE 9►ACFR ALUM. TINE a ,• or \sIRIEs � . 1RACIc SPACER I ' I t:O11CIW1E AlalaM • • W�iaTM sil.rowtoN too � 111111111LD Mill NAM SHEET8 A 9) 7 -0 IS., DYMiRa� aE. }TP J74- �Br tMR1 EGGS .t96- �• .1 '�3t0• -1. L26• J�''4Y-M3OF "39EI6E9 7TSJ. RUD IALIED /o .376• _ • - ,2 1/ a•,A4YROW� 1'06}• i fir, t.016' .625h 2,OOD•-- © rfy TRAGIC /INOLE ® Aar rF• ?RACK ® FLAT PLATED 1MRN sTLm .3MY I 3:�'vtul9l�'`.T r5• - � N0.44167 • (- anor * * FLOaIOA WSRDRIG CODE Veloomilly Ilurrtoem 7oM `�Oa a rAlla -p, : j� R9m6 TITrN. K 10 CAGE GALYAMZED STEEL S10R11 mYlliL rA' ®KEY HOLE 90',•,. 0 1' lotow 1 � H _ NwK oF: AT PANEL •F'r !O • 11 t —r-r. ..._ MIMM M6a-Aw err ,/r i WIrW ,aw,•,rr4� rn,') r 0-• 1 1 RN, I IRAR W 1 �� td'At14rrY"4TW% • '' ��� HIM 1 O 6 rJ 1 J 1 Wli! t� �"�' Y`N'W AT. �M.IIR•W .,N SOME 3/I6.1- M MootN MOIWI • P4 1 a PLAiI) race ��t ,, � iwi i ,�• i 'I 'f•'1,Lii wW M� __I11Mti :IMNM11A1 i � i , 1 r. r.4r r � iAi.r„r4r I ji Ar � 1 i ,A• tiS,4ti:7M1 m� to T t -tell t ! CASE C tPIANI 1/2 A /4„V,r! Hw'3.3f \ ��� �. � � '�'r�w ,ISM— ' 4. �' I--'•• � •Aa SCI4[ 3/b-P r-� IWIO'6 GMM fllM6-.J vJ 'll/-'® I ,IH9O WIH as . N fi. AYr�.'R.'a!•t•i. E.D. • : dSTMICE I NT Mr.nia> ---��)) (SEESSdEDUIE ON TOP t BOTTOM MOUIIT•4GS CAN BE COMM" M ANT• WAY TO Sur ANY CASE E tPLANi BISTMLATION. 3/� mew r2- Mn. DDNCRETE aLoa '�r� m`IN a �Ilca ,i�w 31 NAr,. REOINIED. 1tMWW IfTMr. SECTION X-X 90WE 3/I.t' 2 Large missile Impact toad tests were performed under SSTD 12.99 standard as per section 1809.1.2 of the Florida Building Code, Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by Amedcan Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hatter, P.E. and Repoli No. 0219.01-09, dated February 25, 2009, signed and seated by Edmundo Largaespada, P.E. and Henry Hatter, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 8 203 as per section 1609,1.2 of the Florida Building Code. Test Report prepared by American Tasting Lab of South Florida, Report No. f 123.01-10, dated November 23, 2010, signed and sealed by Judo E Gomislez, P.E. ras e 201. Tensile test port No. SIGH-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grata, P.E. as per ASTM E-8 and Tensile Test per QC Metallurgical Report No. 10KM-1318, dated Deoemt)er 1, 2010 (signed and sealed by Jerry Jacbfano, P.E. as per ASTM E-8. 2.3- STRUCTURAL ENGiNEERNG CALCLL>sTIONa• On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind bad, as well as maximum archer 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 Tilteca, Inc., dated 12118/10 and 08/27/113 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE• Large miasfie Impact under section 1609,1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 24 Gage Galvanized Steal Storm Panel has been verified to sustain wind Pressures. Maximum panel length shall be as indicated an 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 18 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gape Galvanized Steel Storm Panel has been verified for cads compliance to work as a non porous storm shutter assembly, as per SSTD 12a99 Standard. PR nniTr"1' $y r TATION R•'nnHT1CO- 2..-�•'^+� 3 S. INSTALLATION: Installation shall be performed strictly In accordance with details indicated on sheets 3 thru 8, 12 thus 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 16, 18 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.176. 8-,_IIIATEI+ UAL CHARACTERISTICS AND SPECIFICATIONS; Shall be strictly in accordance with General Notes and Components Indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.173. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No-20176. 7. LIMITATIONS AND CONDITONS OF USE• 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. 20-173 prepared by Tlkeco. Ina and signed and seated by Waiter A. TIIIk, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1820.2 t4 the Florida Building Code, 7.3. Product shall only be Installed into poured concrete, concrete block, and LNDOd frame structures. Product Evaluation Report prepared by Walter A. Ttllk, Jr., P.E. (Florida License No. 44187), President of Tllteoo, Inc. (Florida CA-0008719). Ae(LI►unuu -� s ���� CEN/g�: T✓� 7 � �g��*� pp T*� D p71 TECO ADMON RECORDS 1 P. E. REPORT.20 t QLG'�AL O N Pjt000CT5, L�IOE GALVANIZED STEELSTORM PANG \DRWG i20.1T61 REPORTir2DM27 ,Y.'• QRIQ •.•� �Rq sBHONA'l���i 7-- --------------- 1 ............. FEEIIAL L 1/4, 2/4, 3/4, 4/4, S/S, 7/5, tw/10, zw/to, aw/to, 4w/10, s/s 5W/10, 8W/tt t 7W/1111 r VAX AIMp10RS: MRMNCRETE SEE s1GEDIRE all REEts e • 9 r UMW -1• MN. MR WOOD $EE SECrtOS ON sNaTs fo A n r rl.' O O D.M.. ® r--I--T-- '-r--T---T--Y-•-r--r---r--r---i--i---� i I UIIBOUED PANELS ggB,D,UED PANELS W/ 1/M-20A1' _ _ . _.._.-� (SEE swcotOms � YfMRDIR�RS 90L EA /OVEN PF 3/32• r (SEE SECTONS AS APPLICIeIE) Y D.M..©.®.oh O+O.O+®'ODD I • W---.—�__il 4 6 4 8 HT 1 �.kO,--N 1/4, 2/4, 3/4, 4/4, S/S, 7/5, L r�---�� tw/to, 2w/10, s(t/to. 4w/10, ! sw/10. sw/t t IT T*/II s/s ' ANOtORS: FOR CONCRETE SEE SCHEOLAE ON 81HFET4 6 A 9_- _. Fee w000 SEE BBcrloNs ON sHHELTs to A „ REGULAR STORt1A PANELS G� St Q ELEVATION N.T.S. a.er 1/4• MeA. rrw ON OYiTILM •t MERLE MUEY) I MAX CAI`' EN •:'� rwRDA stILONls coO(1100 E Veltiefty xMm6.T. z•M 44167 '°0M'�" ""20 "OE ORLYARaED sroRM PAtIEL p,�; RT.s. * � ATE IL E C O Elie. PROTECTION PRODUCTS, LLC. 07r+RAE■M �O •' . ORt 4fw s•. N Mar OMiE 0. A3N .H• • ., u Nw Ir ArA W1I•N, a JaIMM IM10C (MHNf9-TML TIC du)r-n20-1 TB Fes, ......... N •• f7 wr OMr ~0A-•6aw1 - ORNrK Nr A 7fI1 •.. ► - •Qt 3 IN, fl iNSTALLATION DETAILS FOR REGULAR _PANELSlCIA INTO EXISTING POURED CONNCCONCRETE {IR�ETE OR CONCRETE BLOCK �QISTRUCTURES MNCEIE M. I 6R CONCRETE BLOCI CONCO E1�N•WOL raguam ANOMGa 11[DLAIEO REOLMRkD -- E M ANNaIAE M soma" 9CIID7A TI•aT IQ W1rLT •) ! WHET n C- I CJ 1 4 ' { i 1 I t r 1 I i I r @MWWI q i t r 1s IN•_Ole�a 1 � le F 9m t a1 I � F 9aari`MM, LE A A 1 I I WHET a s•a ,HIN a O q 1 I I I i I �1/�'U-r9.l-.--I �{� (t/4'R•7h1'--.-jF_�..- �I/4i-A, - a- 1Wi_fOU6 �\ I 3.., Ili. SIR.: 11%/\.YJ I � � � IMF •9H► R% � , LE-= 1/1• I 1 1•P-•8W3/4' $3. BOLT-AW wOO MIT ! i ! 12 Ilr D.C. I CONCRETE Lcmm `-tMTE tOEOA[ a maWEa �___p • (SEE 2040 = ON SHOT 9) --(yg fCfaRE ON SMUT n I 6HIlQ a) I POMIm GOICIflE dt gyp[ M�'iDCl�c C' 1EOIIIRD saNE 3 r E.D. EDGE OIeTANCE NamFOR COM®9iAj}jE(,� ernL.+a (SEE scHeouLE oN TOP A eoTTOM I,IDUItIMH05 CAN BE 5fiEE'T 9) COERpiEO N AFT• WU1r TO SlJrr ANY INSTALLATION. T- Of •L• 'Ay. QQ 1 f f 1 1 IAA% i i -� � IL W +►wRt Has r i !Y uAA.-0.1L.Qnt� BREW ,` rA. 0f i• I ',• tin - FOE GONDRETE SEE aDnmME ON REET . ,� fWM WOOD SEL SECTIONS ON SMEE'T 12 .! REAUW! S70RIl PANEL4 ELEYATK)N SCALE 3/3Y• j 1/4' RNN CAP 2.6Y I (YR O,RUP .1 WIaE VLtflj 1/4• MAUL JT !CALL 3/3t•.T -r..a Vi —CuCL U L To- � O c CU O •v � C Q Z Z W JCD 0 IN CD CC N _ ~ i% ter• r. u� a Q W /^,�,YT'�` (i:� C rr C H 2� U N � (0 0.0 W � E C � N 0 O LCL O L 1� U O W Q Z Q J D.. SHEET N0. SH 1.0� i m K W�f".. ,] .,A•AF 1A .. �� ! IIn � 4,, , II���.M h' 1'I71'll! AI'�'+FI +II °�'�{�� 117 II"'' 19 � ■1 TT■�� °B SIMMONS ,. 3 a • wl OHM. WALL AND FLOOR MOUNTING INSTALLATION FOR _�. SPLE[ PANELS K , 44 ,1■.A ■w]s sP 1AAIAW A4LAN I331/.Y r Ewe 3/let wpm 1L. NINA OR fluff 2 1 AN MAL 1/2• _J PLO�` \ OOw[I[ w1. on EA. K AYIw wm SGMFs 1 4 . 1• _�... _ ��� AK or (i aw'w■I1wAO NLR110N 6fYML'fMN e i'tlit"«�► A+L +.k.a MAL MULLIONNEOURED ANAL (FL) • MA. TUOE MULLION - c4-r r. r,,/r s 4•-r TO a'-s• r , 4• . INS' . 4' , i 4' - P,ANLEL TO A>f�� "Es"Im WOO SECTION 1 SCALE 3/6-/- NM IAAUCN CAM ALSO K I&TAj w/o SIM PAN DS ON TOP OR BOTTOM W & IT & lOG7ED AT EDP OR BOTTOM OF OPOsa (ONE PAMO. OPEMPI W/ TUK up a BOTTOM) WALL MOMM MINT►I I ATIPME - A�17IFINW/,IIMr TAM j WALE. Ile - I• INSTA"TON - ALTERNATIVE 1 W some 1/4' - 1- XULJIMNM S WALLA WIVE 2W 9GLL• 1/r . 1' SM 1. INSTALLATIONS ARE ONLY VALID FOR BUKUNGS WITH AS.D. DESIGN LOADS LIP TO +55.5. -72.0 pad. AND PANEL'S LENGTHI uP TO a' -a'. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD LEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSM OF o.55 OR EO AL. a BOTTOM MOUNTINGS CAN BE WED N ANY WAY TO SUR ANY L �-�-Ya 1YtIIM MA • 0H IRAMi 1 11T STORM PA Aw st3LE , -1' CELLNLR t FLOOR MOM= WALL t FLOOR IIOIRIiREO IMSTAUAIION - NJZ0 ATMFE LMf INifALLAT101LR - ALTERNATIVE BIM (SECTION AT TOP lS LIMITED TO +55.5-97.0 MAX INLC 1/4• - 1• AS.D. DESIGN PRESSURE M71NG) gi- SMALL' 1/4' - 1' A.e � OIA T■a now MOUNTM NMI SCALE- 1/4' - i' anownsom I if PAN 111111111 III '„'I p� „ i111 f I I I 4, 4, 2VA 3/4 OR 4/4 i. 2, t 1 W/i5 1, t TW/15 ! I I N' In swrtrwan. L TEANATT AREA w/IO LIFE SAiEI'I PANELS--i O I I --- 6.. RES" PANTS W/ ONE ------`"" PANELLwAra" or W/o FOIE 18EN.0eq ---- -- W/o REGULAR TRACAs (SEE NOTE I 0011TiorDt/6 MNDIOM .!_ ��, f �0[ 0T10IG a LAST Moil Q)_m K RSDULED AD ° �j 14) POUND OU110E't % OYL� AA'l Uw- 4)�NL. m CODtR 1FWDAan '-,•� PANEL ( a "KfO �E---EA ELEVATION WALL MOUNTING DISTALLATHM WALL AND SCALE 3/31•-1- SECTION 1 SCALE 3/r - 1' - SECTION 2 SCALE: 3/6' . 1- ,/P M.,. ON,0 0 T R T 1 we v- w NOTES ON LIFE SAFM STOMA PAW1. SYSTEM YWALAWN 1. LIFE SAFELY STOW PANEL CAN K LOGGED AS AN END PANEL (FIRST O UST PANG.) T OR AS AN WWWR PANEL. (A7Y PANEL LOCATION IN KT*TM EIO PANELS). (a Mwett raw LOOOOA LIFE SAFETY PANELS MY 00 ANY NOT K DWALLED ADARCENR TO PANELS iK NOTE , AT D& Mw�. (W/ OR W/o NTAULM TRACE) sa MBE „ ?. LIFE sAFE7Y Si PAND CONSISTS OF 0.039' GALVANIZED STEEL STOIRW PANEL AS SECTION B-B PER CONONENT SHEET 2 OF DRIMRNG. SGLIE 3/32'-1' THIS ITSELF m K REMCNED OR RLSTALLED FROM THE INSIDE of STRUCTURE 3 LIFE SAFE7r MWIANES TOP TICK TO K COMPONENT CD At 9DTTOW TRACK To too K AS PER SIEiT 2 of THIS DAMNING. COMPONENT�Y K N9TAULED wNt OR FLOOR MOUNTED FOLLOWING SECTIONS , a �......• ...... N W1., •'_•Z 2 ON 7W5 AS WELL AS fSETMt4 t ! 2 ON SLEET 14.MCA `T 4. MN. LENONt FOR COMPONENT® L3 ts'�. FLORIDA R JILDWO CODE Y N1 Mo3. ANCHOR BPAGNG FOR COMPONENT ®ANCNORNOE ATBOTTOM B CRhT1 ON C �' ° 1A,1oO. uc 20 BATE OALVANRED STEM STORM PANEL SOIEOU.ES 1a 2. SHEEN 14. *? *, COMPONENT®MAY K PERMANENT OR REMOVABLE. S. KE DETAILS FOR NSTALLATION INTO WOOD RMiE 9UAJW= ON SHEET 11 q 'P�F .,, on �' IL E C OGLOUANC. L PROTEE00CT N PRODUCTS, W I SEE SHEET 4 FOR DETAL APPLICABLE 10 THE NECESS" FOR THE INSTALLATION OF �S$ �)p� Ma WAWA SPACERS AT TRICKS N A LED A AACENL AND KYONO TO STWCO/M000 SAIM, N l,w r 44PAIa w>M now. OM4IeFTw Ac' •NA av MAXIMUM A.S.D. DESIGN PRESSURE RATING (o.s_f.) AND CORRESPONDING MAXIMUM PANEL LENGTH wLw SCHEDULE pEw1wAM &LO. WALL {Ci1M (°EE� AwN■a� p1 10 WNt /y]p OON 6 p �pp�w s �IKIOpI +aaA -TEA Y-r OR t>: 2 I/r UNSOLIM I THIN / r 7 +30A. -TVA s'-W TO r-r IS . 2 3/4, UOOLWD I TIM S a 1 +tw -71LO W-r To W-3• Na 2 1/r +4" -490 ir-e on UETt 3 1/3r ' •� •N+ • • a 10 • DEMO W/ +f4'S-2W' >s rs At TOWN a OA04P 11Ot81NN OF MALL MAXIMUM A.S.D. DESIGN PRESSURE RATING (1-s_f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n A INSTALLATION INTO EXISTING CONCRETE AI[ CONCRETE BLM STRUCTURES (INLID ONLY MR FAMOSM& Q 911FYLATONS AS PER SECTIONS 1 TIM 7. ON wms 4 ! 01 WAIAN ABA. Do" Mt►w (►a1a WOMAN A O1oM WNW FOR ELL - 3 1/r - APPUOMKK 10 stanwo f i Off OF TA IM7_N WWARI FAlln UNION t• (R) &MOON Or TM•-KP ONK-w POMUM few 0 AFAMLIW[ TAUS ToC0IICAm lONaPt[O 10 tONtlICR O�N To OwwRK O� R 10 OwIwRR CORCOM ToOwltllTl {7 12 or MIA N/A N/A r N/A ■• #A 0• A✓A 1 (TOP) r r WA WA r r r r Ir r , MOMM) S• KM WA N/A r N/A S' N/A r N/A 3 (XIM 49a.a -ri0 On LEM r WA WA N/A r N/A °' R/A w N/A 2 0&]roq r-r an WENS r N/A OVA N/A r NIA •' N/A r N/A 3 a 4 (TOP) r r N/A N/A A• or r r r r 3 UO+SN+) Ir NA WA N/A r N/A r N/A r N/A 7 f1OP) r a' WA wo, r r r r r r 4 a 7 own** N/A NA it ,/r S 1/4' ,3 ,/S' 6 ,/r S 1/.• S ,/4' 6 1/4• 0 I/4- 6 ow/W7oW0 3K IAMB W a 11 FIR ANCHOW ME A SPAOWO FOIL NSVLLIM" WIO 11000 MINE BItDST. WAWA ANDOR YAWIM AND MAOAN WK OWWa AK 010110010 ON *0 , a%L IN Lw LEM M l,OM0100 NCO FOR 0POWIQW01011 W t ]'OISILL IPLVM ]M C UINGPX OINNam 00 WPM" K WKL Por K U R TIM tAN■■w wow MOM= FIN T01 AND" POP[ a MwIwM LOW& AAO M 1/4'a 1 1/4U / 1/41, 1 V^ t/4'P trml 1w /W�w X= MW4■ 0 Aso M MAa WMww ] 7 ] 1 a t,1 3 -AAA o a-P,r aJ ] ] 3 ] A ] ,n 1..A.a1 afA.AP w OAJ 3 a 3 IA A, 4 3 1q AKIL 4 I wow , wr: # - ], AN M I I 1 1 I i 3 1 Fall ow, ro OIASL t 1 1 ED I 1 ' 1 y1 �� ,//.' w , s/► ems ■ALP XA tll/ 1/4Y-iww' S.L NS, 0 ° I t I $ Fa PMn LOMRt UP m r-r AW / 1/r O.C. FOR Umns LIP 70 r-r Ma M• AR AOIRAR I OR FiMo NIIalIlA1E NIaIAIE D oA AW6WI[ PLIi ♦ 11 1/r Q G ,RED 1 1 / MA 71N/AD PDONVA N a Or 009= Wm PURE IN ALL Low" UP ro r-r M•a WALE 3 1 I. INSTALLATIONS ARE ONLY VALID FOR WRDINGS WITH AS.D. DESIGN LOADS UP TO +55.5. -72.0 PSF AND PANELS LENGTH UP TO 8•-B- 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO K SOUTHERN PRE NO. 2. w/ SPECIFIC DENSITY OF 0.55 OR EOAL TOP a BOTTOM MOUNTINGS CAN BE COMBINEDINANY WAY TO SUIT ANY INSTALLATION. STLAX 1 1 HONE ® � '.�-3•...-j a � A��a OR I OR Dow NoUIT i yyySq ANCHOR SPACINC Wow __._.,•_r NIA- ------- DETAIL 1 : WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1) SOME: 3/1r - 1• MAXIMUM A.S.D. DESIGN PRESSURE RATING (R,WBA .)_AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT n FOR INSTALLATIONS INTO CONCRETE !CONCRETE BLOCK STRUCTURES st3aetnr S I : QW/ WAu NOLW! CAOR■f1R MOP ! BD71D11 W/ ED. . 3 1/2- ALTERNAII UXXTJON AT END PANEL 0 BEE I i f►L A I I -INTEMOR PANEL `ENO PANEL ®IN B 4 s<ItotAE SD+mME now a roll r M SPACNa 110sP.GT i L 1'-r NAIL I DETAIL 2 FLnOR MOUNTING INSTALLATION (APPLCABLE TO SCHEDULE 2) OGEE: 3/,r - r - MAXIMUM A.S.D. DESIGN PRESSURE RATING s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH eLw SCHEDULE (�gE OIA.Y m 19LTIOIM , ! : POUTED roa uPS�stew� 9VSTd ON SNE[7 13L WUW W ASA arm PIIINt1E NAM f NP OF lW-iR► OY.1 PMDWMt IOKE O PA,DAaK FIUa MPOGAd To a Dhow f a KOq&AwW It" ,Ae■wAt PVNEL tANOM t' OL) OwcomON! 1* DOII10 BIOD( ro mcne E am ro 101co TE TO CONCRETE �Km cDNEMTE am ro 9lOdt 33.0. -72.0 r N/A N/A N/A r W/A r N/A r N/A 1 A 2 6'-0OR LESS r 7' r 1' r !• 9. 1' r 1 (BOTTOM) +35A -72.0 r N/A N/A N/A r N/A r N/A 6- N/A 1 At 2 (TOP) 5'-0' TOT_r •• 5- !• r 9' 7 1/2' 91 9' 1. 1 (BOTTOM) +ssA -72A r N/A WA N/A 1• N/A 6- WA 6' 1 1 ! 2 (TOP) r-r i0 r r 9• 4' r 6' 9• 6` B• r r 6• I (eD77GR+) WWA1 NASA AWeNIt , batB • s/r rw r■RN eF tF AIAQ At I THIN • r w AOA HOP R MAQ SECEW W7pAXWM lEl1OM 'i - - d O TEEM +49.2 -61.7 3- t 3• 4 t 4 I1r 2 (BOTTOM) 71-6. OR LESS +522 -664 3• 3- r 4• 2 (BOTTOM) r-r OR LESS +66.0 -72.0 2 1/r 2 1/2' 4- 3 1/2' 2 (BOTTOM) 7•-r OR LESS +Sb.O -72.0 2 1/2' 2 1/2' X/A NI/A Z (80770M) r-6• +SS.O -72.0 N/A N/A 3' 3' 2 (BORON) r-r 1!e■A ASa otw nwa a wR► N-. AN& uwial l• N WON" UNION .A► O im 1 111 SORT 1s POR MOTH ME a SPRING RM smmw w& SRO ow FMt Biam memo A„ " SNCY I me A■ mm on mmu MW &010MW ON AIM to=U L POP EA I= TON ICCM ON SOMU MMUCE ANCHOR SPPM& BT M LAPLIMo SP CM aim aN 10011OME Sf wt FM"N 0 FACIM FIDE INS OPOW ON 1a K P01M1L 1111011010 LACK OBTAINED UM TAM INA L NOT K UM w1A1 MANNA WUM POUND FOR VCH ANCHOR TIN It ANOWAS LOOM ARBOR M1/4-. 1/4i 1 1/4SA 111r. 1/4*. 1wmN W tlwawPowONK-A YA mm wom w i 3 i 3 a 1/2 •'sm. 9•J Part tYt N ] D 7 3 3 3 a 3 ,p 314 4 ARIL d am loom RUIN 3► .t► - _ - r (VND ONLY MR PANELS AS PER SECTIONS 1 TWIN 10. ON SHEETS 4. / At 6) t►tNMA ASA DENIN PWLtaLwE AN" MASRAA MINORS °MEIN FOR ED. - 3 t/r - 10 ucT&A F a OOTNBIIOAON or TV"(wa MAwMA MIIi Loom v (IL) TANM OF TAP -OAP CAM-M ■R3M RARE iD.LL0 PONLA OE IOUs SOW VaIA 9tT DOMatIE m D m caNDtic 10 SIM TOoONDt+E TO r BLOW TOaonN1E1E To o SLOCK TOcacKtE TO TOa6xastE 10AW KM 6' N/A N/A N/A 6' N/A 6' N/A r N/A N/A N/A 1 (TOP) 1' 4- N/A N/A 6` 1' Ir 6' r S' N/A N/A 1 (WTmM) Ir N/A N/A N/A I r N/A 6• N/A I 6- N/A N/A N/A 2 (TOP) r N/A I N/A N/A r N/A 5' N/A 6- N/A N/A N/A 2 (BORON) 56A, -72.0 1' N/A N/A WA 8' N/A 6' N/A 1• N/A N/A N/A 3 a 4 (TOP) >r-0' TO r-r OR LF59 r 4- N/A N/A 6' r 6' 1' 6• 6• N/A N/A 3 (BOTTOM) 6' N/A N/A N/A 6' N/A r N/A r N/A N/A N/A 7 (TOP) a• 4• WA N/A 6• 0' 6' 1' 6' 6' N/A N/A 4 a 7 (BOTTOM) N/A N/A 12 1/2• 6 1/4' 1 12 1/2' 1 1/4' 6 1/4' 6 1/4- 0 1/4• 6 1/4' N/A N/A 5 (TOP/BOTTOM) DOA. -63.3 N/A N/A 12 1/2' 6 1/4' 12 1/2- 6 1/4• a 1/4- 6 1/4• 6 1/4' 6 1/r N/A N/A 6 (TOP/BOMM) '-6' TO 11'-r %A• -72.0 N/A M/A 6 1/4- N/A 6 1/4- N/A 6 1/4' 6 1/4- 6 1/4- 6 1/4- N/A N/A 6 (TOP/BOTMM) -9' TO 11•-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 I/4- 6 1/4- 4 1/4' 6 1/4' L 9. 10 (TOP) _IN0 r 41 N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4- 6 1/4- a (BOTTOM) OR LESS r 4- N/A N/A N/A N/A N/A N/A 6' r / 1/4' 8 1/4' 9 (BOTTOM) 12'-4' OR LESS M/A N/A N/A N/A N/A N/A N/A N/A 0 1/r 6 1//' 6 1/4' 8 1/4• 10 (BOTTOM) KE Nam 10. 11 Am 14 FOR AAOOA TYPE a WKM FOR WRAL OB WIC wpm PARE BtBOWL MOM ANCHOR 8PAO100 MID WOMAN OW OSTANCE ARE SWAM ON THIS SNIEDULL FOR EA LSS THAN MINED ON SO IBLIA NIXAM ANONOI VACANT BY MAWkY.IO fMp& INDIN ON SLYMOUL W M FOLLOW& TACTUAL FOR Teo OPONOON TO K fOOMLL KOYCW SPACWT OWNWID UW4 PACIV 1 SI11LL ANY K us TIM M10MA VPO* women to OIDI ANCHOR Im AT PAN"= LEOOD. MAa 7 t/•1 T/rS 1/4% 1/4Y 1/4% 1/41 Wool it wI ow Wto-Kt VA MOM WAO■0 04 3 3 3 3 ] +R 3 NPaAA■wAw Oo 3 1 3 ] 3 3 ,/2 PA-Q "-ft ePo oo 3 3 3 1/S 3 in • 3 i/t HAIL m �00b ► Ai T 0 R - 3 sIr IAW m NO AT MOWN OF P ECLMGY! s/9.1 SCALE 3/8-1 E■b'i: 1. INSTALLATIONS FINE ALTERNATNES ON. ON a ION ONLY VALID FOR 51JUIICS KM A.S.D. DESIGN LOADS UN' TO +43A. -48.0 PAN. AND PAEVS LENGTH UP TO 12'-4' L FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO K SOUTHERN POE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOWL MmF cm &TOM aF 4Ft TIOLIR TOP a BOTTOM MOUNTINGS CAN K COMBND N ANY WAY TO SUIT ANY 1/4•02 1Mm, A. SO TO w r 0V/ TO'/Emm wm wA J \ 2 Val-,` I ■ I � I � I I OOt Aii°DIu■IrowaER sm W'0� I ALTERNATIVE 1 ALTERNATIVE 2 4v.r N1awNE I ro ' ,s 1 O.O. I sPIT I I c0 - M EDUM PLATE am AIM 8 D.A ALTERNATIVE 3 ALTERNATIVE 4 �r. LAO 7CI Oat • r oA W/ , I/r 1/4 i rwr WA&w& y tp^r-so-r u Na w r ac IR PNOLNTE M"" 10 M ALTERNATIVE WOOD FRAME CONDITIONS A( ANCHOR LOCATIONS ALU3 w 0' WAIL W/_I -,/r M.. WALL' W . I• PENE"W N ro e1AnR WOOD ai PtA/E NOTE A WA1tTEW TRAGIC NOT !1O■M roR aMOY e •»FOR �1 W LOOM E ,) . M ,1 • ' Ili. �� Y 1.•., WALL MOUNTING INSTALLATION ALTERNATIVE 1 W sm 4w-1• ISM: 1. MVLAIWM AK ONLY VA1D IN 9`40"M WITH A" OEM LOAN UP t0 *WA -no M me PMEL'8 tam IV TO r-r. FRAME CMGMXVM LPL NON. L r% vow ODOW A am DOR IMUN. MOMENT TO K fOfi6N ^^'0 ^W W cn N U O� co O N C s� CB -p M .� � U N U O cu cn .� O !Z •L N � O LLco � co EL i cuQ U Q 0 oW W co cu 0 L U A0 cu V/ M SHEET N0. SH 1,1 ----ANCHORS (SEE SECTIONS ON 94EETS 17. 1& 10 t 20)- Y MAIL 3Ift 46/17, NS/16 UPI. 49/17, oll r wx. t• MN. MM1S/t9. MAN/19 t NMII/9) rN/N, 799/19 6 r /76 t• WL o o; WNW I { 1 L. ' t BA, M9 °" K-N-1,, A _ I , �._Wi TER I I/T I of VAX. 3A/t7, w17, oytR 3�/t7. IR/17. 09/1; r MIN. IAW/i9. TACO/t9 A 9w/20 J SBW/19, 7BW/19 R RW N MCIWRS (SEE SECTIONS ON SHEETS 17, 19. 19 ! 20) J OPTION A2 FOR LIFE SAFETY STORM PANELCELEVATION SCALE 3/Ir-1- 1/r 1LNL w SECTION A -A SCALE 3/,r-l- im 07 1 170) MAXIMUM A.S.D. DESIGN PRESSURE Max. PANEL LENGTH L (ft.) MINIMUM SEPARA71ON PANEL RATING (P.s.f.) (SEE SECTIONS) TO GLASS CONOITpN +55.0, -72.0 8'-8• 2 3/4' UNBOLTED l' 11SA. tXAbt - m I W owe (8EY MITE I BOA" 1• M` PANEL L LENGTHSE (SHE NOR IEL0,1) SI BLS. 7/W'V `3/3r i wNL6 Nur s• i - I 1 J l r 1 -J DOW1 am' I (I ' I 7W,b101 t } I11 + wic "�WINNW�it L { I I t3YWIND , 0.0. 1 4Y IAPCOIi W r O.F ! I li" { { I •; - (NE" MD) t 4Y TAPCd1 • r O.G W�1 t//r2' IIl IMRL40ED Al w�t t//r2' MN, tlDlpD® PDETRttIIp/ wmwm RA YSA10M ON ATOF OF PWME --WOOD PIAL RMWM YNOW PLATE Will fflulAIlON )BALL LId�ON d WCN.E Sri•-+• SALE u9`.,- 1. NSTAUAIWAL IOMS ON LY VAUD IN NIRDDM WINMAD. DEMONLOANW TO 459.3. -T'2.O AN40 PAMl LEARNTIP TO Y-r. r._ 2. AR NEW ill= FAME CNISRWlC,eM woo0 maimsTO R SOURERNPINTND. 2. W/ SPECIFIC ODE" OF o.96 W EQUAL W r O.C. i wo ' I I I , ' m i m FIRING N. 20100 I Am Qw9 I i PANNE. tDOTH 4m 7N 1 ; (TEE HARE 1 BRON) ' PAML LENGTH ' '• I __-` ._ _._,_ '_... (SEE WORE 1 mal ICE tw I I &S. s.0.1' 1 S.•. Ms. w ' i MAY .3 J PUT - r 11/4Y TA�CH HI' G.C.w I tpL*7w4m AT t MVMMN OF l 1 � I La�ulr ,. i��aiT7r` t COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2.1•) -12.50' (EFFECTFAE wmHl 2.000' !3 2.6SY Imm OALWBE�O SHED. EDGE TVP.\ 06111 A-651 �• EDGE NAPE s0 YNMM DETAIL A.J Nd 0-0 GAD. L.BRIAAL A , ---------------- \I/ aiLSMi-iCo•IY 1 PAJEL'S tTe LIP w/ IHFANLED EDOc A6' ISOMETRIC VIEW DETAIL A a6o0- ��• ROUNDED CORER W ENDS OF PANEI END UP w/ HEAYLEO EDGE t2S' 7;0- (N.T.S) 1 �2.00O'--J O WLI_IBACK .�r.,25• S� •ow (TAP) H--3- MaX.--1 O 3"x3!(Wx4i AI.UM_ MOLE O ,stop- UN 11- LONG 5063-75 Mum. ALLOY w `V TRACK O ROM= 'U' TRACK .ei3• .12r I g�• .125- &�,O� LIMP•) L.____--.-.5• �,;__.___.-.--J O JPA 9E 4 ft B (1)2"MS'(Mnz.) ALUM. ANIKE 1 1 1 NOI-TB ANIn. ALLOY INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 0 WCON ANCH010 rArcaN ANGIORS �/4- ,NEON ANCHORS(- Y O.C. _ iY D.C. 1 0 r O.C. Imo\ oft cau POURD CONCREIEy PIXOND CONpEi% j POONED OOIIC9ETj _1 - tp• (�- I/p EA* i i I cD.• } c Mo. E ZA � Hw S•1M11HIN W � All MIHH00. W j HS,, WRT1lS1sl W I ; , Hk DHIIDeWWI W H- Al� �- o""'aug° : ow""w.i°p1 I WLW1 NS .�. 1HJ� r WI �,, E+••T•S_I trNt , � � IXAu I , j 9 oLA95 ; .-_. - r __ J� °'"du ; i i� t5�6 1K I I '. i � .N IYN • 1 I I ; qE.0 t LI I � ++� I IcI0.• � � I ' rSH1E1t� 12.1 WIM 0 i NUT ZSM. IN7I .63ER /3. (N t/4' TAPCON AM IDl18 i 1 4• TAPCON ANCHORS �i 4 1(2- O.C. �1 1/r D.C. 07M06ERFD N/ OM) (WTAB9EED W/ STD) RED awim ROREIE HAI NACKN.00K��� BLOOIc I AIM WALL Mg%.U= owl I Ill SCALE 3/r-1- Sgtc 3/r-t. MOW t• A 20 AI, ANa ,TR A AMSDWR TMw t/4Y MDw1 SWOWO MOOD G AR VWVUAMM D All AA11w DAISSW BA) 3 Pool MDNa INWOA AIIaeA SPACMI Ale tWYN LODE 0011 lS AIR MSDORO ON imt 'NWSNAv �� 01•) a Nohow AR co. LOW rAw Dz. W WH ISKU IWS= AMOM S11,ODH6 9Y wL71PLrN8 SPACING MWN ON Se1A111E Ylty arW DIM bI a ARIL CA 4= NNWRlar N TM AIL0BR0 FAICim All INS OPMU= 10 R PONI" AM= , 1/y, N SFAWW WOW® VODW "em fWL 1e7 Illun 7HW M•RWN 3FP0•W DWCOlD FOR ow" am= TYPE W INS SNENLE a' ITN ELDa) If RREGOWPAIng SCALE 3/81 BIAS 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS "" Des"AJLO. DLO" LEN 1P 10 455.5. -720 PSF AND PANELS CTH UP TO 6•-6•_ 2. FOR MEN WOOD FRAME CONSTRUCTOE WOOD MEMBERS TO R SOUTHERN PAT NO. 2, W/ SPECIFIC DOW" OF 0-% OR EOAL WALE 3/6•.1 , 4Y-1ON3l4S,i MS Rf ` /6YcJ/3Y MpNO NUT WAS r4' TAPOOR ANCHORS 4 1/r O.C. �i ?iiL7 F t. III 2 1• i TAPOON NOW" O.C. WALE 3/W-.l FLORA 1IU1D1NL COW (PBWh Vol U. A.N. E'�'BaoWq LBLM9SRB��LIS�� H�It��� � . IIIIIIllillVlllllllllllliillillllillllll R Nurrkam 074 _J 8 NDR 4 •EDw. _ • :SAE M0L[ I L14---- A'nN ANEwx I •,••• D�7�{� tpDVpf/ 12' i !1/a I• W.' w'6Y xc rWWWOM .RtGI 1"1 w SQ SBCIeMi W M[T M t/i TA EW P/MF15) M� •IkFI'b,� L OR W/ DR W a W ® • ® + A.-.2 to R DETAlED 11T FAFJ/ N �( 1� R SAT �FA/GI AMYE R PRGADED w/ R� TO DaiFRNLATNi RLM /NqE 1D FACEIFAIE NSTNLAipii WL7 AUEp FIFA _ MBE OF STMJMUC _Z HAM STOW N ItWSE - 1' saWE . 1 1H- Al w 1/4• Maw w w• Aw GAP -If 1, X-7 7 \77 \ 7 " 7"`7 7 7 -\ z x I/ 'it T ••�w/•"y®•® 1 B ALa �"• SEFr, O j� T ON A TOME �- - t• �1� JBI= ►""� + (1). DEEINDOII OF SFRws tnOD: E - Z HANG 870RM PANEL SYSTEM CONSWM OF PANEL + Pious,.. TTE PLUS DR Ir LONG AM aCP (1 ). OEFIDTION OF 2000: E - 2 HANG STORM PANEL SYSTEM CONSISTING OF PAWL + AT PANEL►A CALM. TRACKS TOP ! NOTION. (2). },)W PANELS SHALL, ALMAWs BE CONIWCTm TD WORDY TRACK ODfERWFSE A srOP MR (2). END PANELS SHALL ALWAYS BE CONNECTED TO Su WALL BY MEANS O PAIFJAAlE9 I F I Y w la LONG TRACK AT� �OT�Y EIID PANELS (P� SALL R PRONGED AT TOP SMR PNELS. SHALL SE COFOWCTED 5W/ 1/4'h20w7 4.5 W'/ 7/g7X3- /32 ARn 6rro TN1hED (3). F EHW PANEtS AAE C� TO eGTroN Ti4tlf. / sIMtL eIX1S8T GP 1/4'I-20A3/4- Y.S. w 7 6- 32' TOM NIIT OR 1 4 4' 71HtALBSCREw C7,)(EOE: Al DESCRIBED IRO TIPPED BOIiOY TOL of fASTEERI Y AT EITHER 0f Two (3), FOR CHUTES VNEN DID PANELS ARE UBE JW(RY w/ 55 tdq ® AT BUT DID PANELS ARE NOT COWROCi[D 10 BOTTOM 1TACK� 7L STOP BAR EXRERLOR MT PUWQES OF DID PANEL. .M.M R PRONGED AT TOP OF lUCH PAFWLS. (A). IN CAN THAT ENO ARE NOR COAECIED TO BOTTOM TXMX BE Q.4. A STOP BAR 6 ONLY USED TRACK MSG SPIES ARNDICA AON ADTE I ABOVE. IN SLCN tONECTIONOfOfCOMiWLS (4). FOR 9WRAIJA110NS 1WEM END PANELS AND SOME NMRM PANELS ARE DIRECTLY MOUNTED TO EXISTING SILL WALL OF 10 BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATION. �P _/�,_ B TO TACK TO� I. TWO ON 04 NT CAS,SHOWN 10 )/ DOES (5} SEE SEI;110N 1', Y t 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. NOT REED TO BE CONNECTED DISTANCE. FOR TO L2) BY NF1' YEWS. TWACI( (?) lINi1 RHN67ALED (� THE LEFT t ROrt soE a BREAM E11166tloo0RRR PANEL) WqE IAIAl`yj P, t�P r , iMiKIRCMERLAPS A 1,-t0Y PAHWLMNTE PLLIS 11/ . 3/wtNO NUT WASHER • & 6 1/4 O.C. on CONCRETE INOL11 KQUM WALI..YQ!! a��IIA� NdTI�! P�tlEL SCALE 3/Y-1- MET" A AIt A11d10114 A now TMB 1/4•. wm 1/4'.SR WSPACING,SPACING,FOR MOIALLL A1HOtt INTO w0000 0• r AINs D,1HOM 00 3 NRWW NtWLWLD. MMRM.MCM WA� AM MINIMUM OK WOOD![ NNE •OIC1011) O IND 'WNwwn sadam Ale CA Lm TAN DIWAtm GX �aW Owme W om ON 30 90LLE VAIW 1ts1m Y PHi 3 3 1/2 AMIK Y sERq Rw10R SIT llw FMLOre FACIWW. AR /MS @Dmm 10 R PM" Rm m 2 1 - - woms Wr1A IrN6 HATER SHALL NOT R LM TWA iRWILAM SP" 6 *MAW FOR ON ANCHOR TIRO W 1411 MOM" a• /Ap /Jq at - W.� W i i AWn Is ' I t I i I � w�l AFH.R W - 1 I J f c I i I i 1 � I i 1 14-10-0 mmou PLUS W/ 4..r..�nY AlE a 3/32'• WIND NUT U MR POIDWD CONCRETE an CONCRETE TIMUMM SOCK WALL. Mt4= I I ATM NECIMIr a LULjj7df pAIEEL Sr- P 3/8'-1 • eBMs1•M In 14W116 HDFrtWMe /MIRL areTru 1. E-2 WINO STORM PANEL SOWN ON THIS PRODUCT EVALUATION DOCUMENT (Il HAS BEEN YEW= FOR COMPLIANCE N B.1) MINIMUM BAEDMEW OF TAPCON ANCHORS AND PANEIIATE FEMALE 0 • PAHELNATE PLUS INTO CONCRETE ACCORDANCE WITH THE 202D (71h WIDOW) OF THE FLORIDA BUILDING LADE BLOCK SHALL BE 1 I/4-. DESCH WIW LOADS SHALL BE DETERMINED AS PER SECTION 16200E THE ABOVE MENTIONED CODE. Ill MINIMUM EMBEDMENT OF 1/4•0 X 7/6• CAX-N ANCHORS SHALL BE IS 7/B' NCO COIGETE. FOR A WN0 SPEED AS REpUMED NT 111E JIIRISDJCTIDN WHERE THESE SITTER wu BE 61SFALI AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL ■ PERMITTED. FOR A ONECIONAUTY FACTOR KdN.65. USCG A90E 7-16 AND SHALL NOT EXCEED TIIE MRKIMINI {BSA.) 1/4' 0-20 SS WEVMX BOLTS USED SHALL BE LONG EMWU004OLRD ANY NISI MMMIL D" TO CESOL PRESSURE PATHOS INDICATED ON SHEETS 25 k 21L b0l 3/4' Km ANCHORS. N OLDER TO VERIFY THE ABOVE CONDITION, ULIWTE DESIGN WOW LOAM DETERMINED PER ASCE 7-15 SHALL •E FIRST REDLICED TO ALSD. DESIGN WIND LOADS BY MULTIPLYING Ill BY 0.6 N ORDER TO B.3) N CASE THAT PRECAW STOW, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTED WALL 70 COMPARE INM W/ MAX. (il DE&WI PRESSURE! RATINGS INDICATED ON SHEETS 25 t 26. AM ON= SHALL BE LONG ENOUGH TO REACH THE MAIN STRIICTINE BEHIND SUCH PANELS. ANCHORAGE OWL SE AS MENTIONED IN 91 AND IN 042). N ORDER TO VERIFY THAT COMPONENTS /POIENMS AANCHORS ON TITS P.E.D. A5 TESTED CODE NOT OVER STRESSED. A 331 BORFiIwE N ALLOWABLE STRESIS FOR WIND LOWS SO AM USED N THEN ANALYSE fASmmits S•ACOG TO WOOD I" BEEN DETERMINED N ACCORDANCE WITH N.D.S. 2015. (C) ANCHORS SCOW. BE INSTALLED FOLLOWING ALL OF THE REDUMMO WTVS AND SPECIFICATIONS OF THE AItHOR•S MNOJFACTUREIL. STORY PANEL'S ADEOWLY FOR IMPACT AM FATIGUE RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER FENESIWM TESTING LABORATORY. INC. REPORT / 2032. NIB PROFOOOLS TA-2Gt. It IT SHALL BE THE RESPONSIBILITY OF THE CONTFMLTOR TO YEANY THE SOUNDNESS ESS OF THE STRUCTURE mom SPMTIER TAS-202 AND TAS-203. BEo PROPER M OOR04L THE SHUTTER SHALL DULY ■ ATTACHED TO CON ML BLOCK DaTLTO 2. THIS SYSTEM HAS BEEN MOM TO BE 0WALLJb ON THE OUTSIDE OF TIE OPP" ACCESSM THE OPENING FROM THE MMK w/o THE UK OF A LADDER OR OR LET. THIS APPLICATOR IS VALID WHEN INSTALLATION IS NrEmoo TO BE PERFORMED 12. THE INSFAUTRN CONTRACTOR IS TO SEALACAN RX ALL SHUTTER COMPONENT N WU9 PONENT MGM mcm REMAIN CONTM FROM 1HE NStOE OF STRUCTURE. CONTACT IN WITH TBUILDING TO PREVENT WOW/RAN NMOM. CAULK NO SEAL SHIRTIER TRACKS ALL AROUND FULL 3. SUM IWO INSTALLATION N IS APPLICABLE TO SINGLE ADOUBLE HIND STYLE MOM WHEN INSTALLATION 6 REAMED To BE READIED FROM THE MM OF SYRUCRME. 13. STORM PANE. VWAUATM SHALL COMPLY WITH SPECS SR01CA7E0 N THIS DPAMG FILM ANY BURONG AND ZONNO 4. SAES 2000 INSTALLATION IS APPLICABLE TO SINGLE ADOUBLE HUNG AND HORIZONTAL St.1DEws STYLE WJFDaWs WHEN REMATOG PIR DED BY THE JURISDICTION WHERE PERMIT I$ APPLIED T0. INSTALLATION 6 REQUIRED TO BE PERFORMED FROM THE NSDE OF STRUCTURE. 14. ATW M WIDOWS ARID DOORS. INC. E - 2 HAND STORY PANEL SYSTEM- S POW PM, 5. ALL ALUMINUM EXTRUSIONS TO SE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15, (a) THIS PRODUCT EVALUATION ODCO[NT iP.EAJ PAWPAW BY 1NR EMCBEER 6 CEMPoC AND ODES NOf PR01BE NNOR AaM FOR A SITE SPECIFIC PROJECSC MA. COHERE THE ME CONOIIION3 DG MTE FROM THE P.ED. 6. ALL. ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-Ht4 ALLOY. I CONTRACTOR TO BE R EWOtMU FOR THE SaWT10N. PURCIVISE Me WNIATION 6FCUMNG LIFE SAFETY of 7. ALL SIM SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL. All A-653 GRADE 50 MAN., GALVAl STEEL THIS PRODUCT BASED ON THIS Il PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGwiION w/FT- SGS kM (AFTER R011 m}. THE DOCUMENT. CONSTRUCTION SAFETY AT SITE 6 THE CONTRACTOR'S REPOSOUrY, 0. ALL SCREWS TO R STAINLESS STEEL 304 OR 316 AS SEAS OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON (e) INS PRODUCT EVALUATION DOCA M AT WILL BE CONSIDERED NVIIO IF MODIFIED. 50016 w/ 5O Ill MELD STRENGTH AND 90 kW TENSILE STRENGTH !SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. (d) SITE SPECIFIC PROJECTS SIlAl1 BE PREPARED BY A fLORDA REGIMEtED ENGINEER OR ARCHITECT IRIICIH WILL 9. BOLTS 70 BE ASHY A-307 pALVAN12ED STEEL. OR AM 304 SERIES STAINLESS STEEL WITH 36 kW MNMIM YIELD STRENGM. BECOME THE ENGWEER OF ItfCORO (EO.R.) FOR THE PROJECT AND 040 WILL BE RE"ISBLE FOR ?HE PROPER USE OF NNE P.E.D. ENWEER OF RECORD /tCT11G AS A DEUDGAI D ENG M TO THE PLD. DMM. SALL 10. ANCHORS TO WALL SPNLL BE AS FOLLOWS, SUBMIT TO THIS LATTER THE SITE S+EGFIC DRAIDNGS FOR REVIEW (A) ,D EIOSTMD R10llIFD COrn•NI'1r• (.) ,H.9 P.Ep• SMALL BEM ,1W WE AND DRRiRM1 SEAL AND SIGIATUNIE OF THE PROFESSIONAL EINMEEI OF - 1/4-0 TAPCON ANCHORS AS MA NUFACTAIEQ BY LT.w. BUIRDII INC. (INN. FC-3192 Pat) RECORD THAT PREPARED IT. - 1/4' • X 7/8• CAK-N ANCHORS. AS LWUFACTURED BY DESALT NC. (MIN. VC-3000 Ill 16. STORM PANEL YYAFACTIAER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOGGION AT STORM PANEL N - /t4-10 PANEL►MRE FEMALE 0 t PANELDYUE PLUS AIGIORS, AS MMUFACTAED BY ELCO CONSTRUCTION PRCOUGIS. ACCORDANCE WITH SECTION 1701l OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED TOR EERY OPENING. (FC-3360 W.LJ L40 M/0 TO COMPLY WITH SECTION 1700A.2 OF THE FLORIDA BUILDING CODE. At) NORMAN FAAEDWW OF TAPCON ANCHORS INTO POURED CONCRETE SHALL SE 1 3/4' AND 2' FOR PANEUEATE FEMALE 0 t PANEIWTE PLUS. A2) MNMUM EMBEDMENT OF 1/4-0 X 7/6- CAI ANCHORS BALL ■ IS 7/07 INTO CONCRETE. NO EMBEDMENT INTO ANY FNASH IMTERAL SHALL BE PtRWr1ED. 1/4- 0-20 SS SOEwAK BOLTS USED SHALL BE LONG ENDUGN(SHOOD ANY FINISH NATIONAL COST) TO ENGAGE 3/4- INTO ANCHORS. 1L:11� AS) IN CASE THAT PRECAST SI01E. PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EOSTINO WALL. OR �' •••• ••• r �vCEN.O�•':4% FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE ICON STRUCTURE BEHIND 9" PAWLS. 44C OR401 SHALL `7�:' BE AS NENTNED IN A1) AND IN A.2). `T No.44167 FLORIDA BUILDING CODE h Y NUrtfOWRI ZOWI - 1/1' D TAPCON ANCHORS AS MAANFACIUME® BY IT.w. BU0.0EX. INC. FLORIDA lUtti0. A15 - 1/4- • X 7/0- CALK -IN MOCK AS MANUFACTURED BY DEWALT INC. (Fm-1500 Pillper.,• A2 20 UK GALVANM STEEL STORY PANEL - /14-10 PANEJATE FEMALE 0 AND AE PAWUPLUS ANCHORS. AS MANUFACTURED BY RCO CONSTRUCTION : ; 0NM Ill PRODUCTS (rm-2071 PXL) LOBAL PROTECTION PflODtICTS, U.C.D1/ay"' IL E C O Lre. ,DAD S.W. DI 1PIQT av�� (M4) 0-Ms% oft 0")FB-M 20-175 ! Il !Ai/WNWILF,/NO[ OI-•GOON • Hwy r MIYWDN Ns A TLtA i. PE - EMT Zt • i oEm ME ft"Ibl" 04 WH MR MA, ID�'YIR . _ E L DA� _ • ; 1,F,L _ L P F FLP A --1, 'j • IRA. t i R I I I Y Ti I I 1 I a ICHOM is i I FOR WL .vo t, P nNL I 7swm 01aM I l I l 1 I 2 I CE I I r i ) 1 /JI i R S14N i wwdD 1 1 -T �r All a. ow 0 8 S Y6Pa"W" ADOLABNWS Ao0 UK Al L HL M(rytNQMwn . Q we , a •�-`�� .H.D .s eelm.Na.. s AN,..,,. BUILD-OL(i YOUNTLNG ow, SECiTON 4 SIAME 3/h1• 90ALE cn i _ cu N Q O O C .co cu U -0 .� 0- N (D -0 C) cu V 0 CIS -0-0 Z a L 0 QSS� O u- .� 'a m O L cV -Q . _ Cn Q N /\ N i \\ N � � N 0 1 X a CA1 a Ts >` N 2 C C Q U co) C 0 W cl O CL 0- 0 cu 0 a- V ■� 'a)� V/� I cu Q Z Z Q J a SHEET NO. SH 1,2 momm� 3.i ... h ' � ttt2EL EDGE MESA AM3 TAP. 11401 I , , GR•O[ 60 I ONLY. a-e0 oAW. [otx EE -OLTAl A 4Q 35r ------------- STD PANEL -1360•-- OCTAL A 2 .3:�a. .,, , 1 .• • Tl• ...:T f1 unA MAXIMUM ASa M761D (KF.I MAIL COME= AD CUES "" CONO 6 �R KiO #66AQ -753 70, OR LESS 2 6/Ir BOILED • 1. 2'. s. I-0. 2Y/ t 3"W ♦SSA. -753 70. OR LESS 2 7A' 6DL1ED • 4' ! 4'W • , 1/ P-201U/a At WNOMR A OVRN ! 41101 OF PANEL LENGTH PANEL - '•'..;X I 1•,: ,�7 I. ,Ii ,�71 -�71 tl:i ;MI �. D. MINIMA NIENCIIS SPAN FOR E a . 3 ,fr •• APFIIORL TO 0 4 ANY comomom or THION Mov" Pon IS.•IH L' Oy PIESS,OE RA N,BLOCK UPOM CALK -IN NVINAMN "BALE • tMltJeaWWOF PItO t0 comcn IIto GOINCRETE FITComm ca"CRIERE BLOCK ToCOIICEf[ 10 CONCRETE tD GOFLWETB IlLam 66.0. -75.3 Ir N/A 1r N/A 12• N/A 12- N/A ,• ! 2- (FOP) 70' OR LESS it" 3•0 /0' 3' S' 1' w 4• 1' BO11D1'1)# 1r r 12• 6' 9• r w 6• i BOTTOM) N/A N/A N/A N/A N/A N/A 12 t/2• it 2• (BOTTOM) r N/A 6 1/2' N/A 4 1/2 N/A 4 1/2• N/A 3• (TOP) 12• N/A tr N/A 0 Wr WA 9 1/2 N/A 3• (BOTTOM) tr N/A Ir N/A 12" N/A 12• N/A 4• (TOP) Ir r tr 9 1/2- Ir IT- 12' 11• 1' (807TtTY) F UMMm TO WILD O,,.f. AS.D. Dam PRESSURE RATIMw ABLE MEET 26 FOR A1IC199N THE t WAeD FOR MIAMM" MID WOOD ROME NMUMO• WWA MOLAR SPNO 6 AD M NRW ®OE OWAIM AN meow ON T,Ie SC MILL FOR ED. U IS THAN INDICATED ON 004EDLU MEDUE ANCHOR 3PMCN0 BY UIILWLVM OPM M 900 ON !CHORAL IN T[ FOYDAND FfI =M FOR THIS OPNW IRA 10 BE POSSIBLE, NM M SPICING O/M9M ,APR FWM Bout NM SE LEES TON MINIMUM MONO OOMM FOR EKH MOM TAPE A AROOM AlIBIOR 1Mt 1/4-0 1/4', , Ati I/4'Y IPIOOO ClW-M MNNNA ,. Aselowe 7 i 3 IINNWAa Orre1A 9N3 j0'•rl aaA.Oe wed, N 3 3 3 3 3 ] t/2 ] tp ABIN. V RWIM „ is - - 2, 3• 1m - IA• O 3 t 'AD 1Aa 1 + Kauacs Mn, 0SEAMM BETWEEN 90rTGM of ►AND. ; 1/I' AID ® TD BE: f/r RAW.. 1 I ++ M90LOM MCI. DISTANCE BETWEEN BOTTOM OF PANEL 1 AND (Z) TO BE. 3/tr L 3/16- MM. COMPONENTS FOR REGULAR- LEE SAFETY II} E-Z HANG STORM PANEL SYSTEMS (SCALE 1 /2.1) ---15.12r (s0'IAL W61I10 .196 1r .,25• . t2.S00• (EFFECTIVE WVT._•' -- _. _ ..--- t0.T• 4'YN- .• r---Et 7 / �yiR�AR7� 0. -4 1/4' ("P.)--.� 37 • '3'n°•;�/"-110 A110� • S t/4• ! OR . 12 t/r DC. DEN' BE RN914E00 1.et1• , 4 TA15• '`-iBy�M f O 'N' HEADER O r TRACK (a) AME WITH STUD Jjs i-- .• .1'AIQ . .7JJ•` 0.270' 407' cm i ( rPwEL OR Lt ds�:n.125• O ALQi1 OKEY HOLE WASHER 3105-HIS4 MAIM. ALLOY ©KEY HOLE AT PANEL -- r, *SEE SHELF 6 FOR ADDITIONAL w - 1�• .9iY ! DILURrDB eiNALID O UA N,ol.• SIM -�') L .trr- ; ADD• Sf RcrUME . 2.00r I , 2 I l.7so• 2.000 A (RAP•)' l�7 REV. 'H' HEADER ® 'U' HEADER QY j ( ) ,• MIN, to s Mn ® SLEEVE 1' MAX. • 4• r---3.000• aes NMI TARN' LOGO, 273' OW Deb' I L--E000'--- MIL SEE SCRIMS- - L- MN. :aa• l' � BUILD -OUT tiJ &IB D-OUT 'F' TRACK ®t ® EWINGNUT PANELS MYYL E MIMUM) AWWS FROM LEFT 10 NMfT w/ I/2• LEO A END AT LEFT NK OF FWIwL PANELS END LP �`• r/ iE3sMm mSE� ` Mom• :o.as• ISOME11KC ViE N DETAIL A RQROED CORNER O ENDS OF PANEL'S 2 •_-, END LP W/ HEMMED EDGE. .091' on• .780' L124• SHEETS 9 T POUON CONCRETE REDiMI!$� ON SHEETS 9 "ROUGH 10) CELM •YAWE a/e-t• A '.I' TRACK 1© PALL HANGER tiFA Kin yr 0 1 /4 WIDER (USEONLY FOR E-Z HMO STORM PANEL N ''•;' SYSTEM) 0063-TO ALUM. ALLOY FATE CONCRETE DRS LOCATION SCHEDULE 3 9 /HIOOGA'E 10) ATENMIE LEG - WW1- T IXINCETE ANCHORS i ,2 Vi• r- (9HEETE f 1FROtIp1°N G I ••• Eb. I•I W,us� • 11N' O.G I I i I E 1 1 333 ii�' OIL T-17 Ma.. TO CLASS. -.` (9[E SCHEDULE ON 1 u •1ttA.. _- NI(aQj f l 1.ETO1N PANEL 9CHEDIILE L__ _SHEET 3) _ _ ._ _ ( _ . awWAr FaO FIIY t' Mel. IeIORi OBI T-YJ PANSHEEI 3) (SEE SCHEDULELENGTH i 3GI =IR.; 1 ON SORT 3) MAX. 1 1 j OF WALL OR SLAB sHem 9 THROUGH To) CONDITION) t/T CONCRETE ANCHORS (SEE BCEDUL.E OIL SIRETS 0 THROUGH Will, SEPARATION 70 CLASS. ONSCHEDULE sox OF V I i ' CONCRETE MUCOUS (SEE SCHEDULE ON --f SHEETS 0 TROUGH ,O r-{9 }2 1/r LONG MAX KWNW 1 vSPACERS B 6 //4• QC.;= FOR IXISTING CONCRETE BLOCK t�FNCr16 DESIGN PER 9HFA 3. wWEL RDOUIRM 1• MAX WINO ALUMINUM 9TALiRS • 12 1/r O,C. (LEE TAME // ON 94EEM 9 t 10.) SCALE 3/11.1• INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL 0) I W Sma • r O.C. W/ r M. THREADEDA PHEtwITgN INTO EXISTING WOOD STRUCTURES 1,14Y lA6 SCE1R •roc. W/ 11/2• Iliv 7,IElOFp FOEfMRoo TO E2•IUO IM000 MAOE11. (3J- WI. 2'N' W000 iLAT IEOL"" O FiAt a ON roB LSwowfEAOErH. as" pent /14+- S.M.S. • FA DD Or OPAL 1/44 A MIDI[ SA 1 1 mM. •1u DD OOF•® / /sue-S /3r W/ or L�wa () _ 4-0 TAD SOE,M • r O.C. W/ PI TO DND "Go HEADER S i �_ -_M VW°TH EVERY' ® -'►^ T'f^r a-•. SASL / / ullt �, A,•OO OF 11) R ! ' (SOCTAL 1/2A At • •/'' 1 1/SY- 4• Ili 8CRd It 7 , tr M n Mf W) CLAW 7 MLASS. MHG�a%°• /w (y twn a1DnAP Ow OVERUAP 2 16- W 10 CLAIM J E3 I , 41 yp�3/I I I (Y4Y We.) B 7 ••0' v I 14RYND_ MUL 1, D CNA t 4 4',D,E fA SELOW) Pp/( pA=0 1T" 2 Il O.0 '/'Y Sir D.C. W 1 -1WI, (2) yy44REQUNIO U- 0 PM 6lW7E PLU? W Moo WOtl7DRAP1AlONY 7�' Wit, IIDEIMriON . ,V• ,bop WALL. Mau FLAT OR ON EDGE SCALE t/46.1• ALTERNATIVE 1 "MI FLOOR T y� Li1W�f��L 1. 04TALLAYM M ARE ONLY WAD FOR WRD9OS WUH ASA. DEPON LOA09 1MIM1FIWI I L TO 'EGA, -7L3 PW AND PANEL'S LOOM UP TO 5'-10'. g T; VL/TNE 2. FOR NEW WOOD FRAME CONST0LTON WOOD MEMBERS TO E 9XITEIM ET % WALE 1/4'-1' PRE M. 2. W/ SPECIFIC DOWN OF 0.95 OR EQUAL " C ✓ N D�� ! SEE AW REO1lIfDO/1S FOR G w ®AT iQP No 157 AS �r * c WELL a PLEA COHACTON to t11AtK1 01.9►Al BOTTOM. = OH , q••.. $7A OF 1000 OR 2000 IArAYA110N tME ON liar SS 0� '9 MOR Fa rdBNWOOAI n xc,telN R'•• F[0 0* • ' WAY tto BOTTOM MOUNTIMIN CAN MTL ION. 8E CCYMND N ANY safte 1/4• - t• A4WyySNON •,E��E FOIE : gloom TRACKS NOT 911O1N FOR tlMRY A 6, • My I 1:.111111,411.1n MAXIMUM PANEL LENGTH 'L+- OR -L-- (it.) D IMxmm A•S•0, PREP RATM (,1.WE.) I+ Pr -) CONCRETE t WOOO MMIATII7 4 f LA k no 12•-01 121-0• no r2'-r f t'-r JO.O II'-r ro•-V, ua 10=rr 'Ir 40.0 to'-F• r-•t• 4:0 9=6• r-a• Sao 9•-I• r-4- sa.o r-r S'-o• Sao BID s•-0• Y-4• 7aa r-S• r-o• 7" r-a• r-1r no r-r r-r no r-0• r-r no S=9 r-r SLo S'-9' r-r roao 6-s• a•-n• .IT 0•-3• a'-a- M10a0 a=r rrso - r-6- 1 r►.S r-s FIND i• MVFWY OVERLAP OLAP �1 i 1F-'-----•---_j .ITT FOIE 1A ANON) 1M 9DIEWa • r O.C. W/ • l 11NNAOF I PONOT.. NA. r", w000 PLATE IWOMRED FLAT 1 ♦Y TAD aLWE,9 s r DC. W +MITT Mn. TM,DB[D POR MI M 10 Dorm WOOD NEVOL C4k XtI�/4'7' ♦' MWINN. TAP 12 0.4. 1 psnL F7 DID ND o n�• JULEA G ID INITIAL 1/2♦ A 4 I i -•4 Al 4Y-20Wr M.S w/ 7/ra3/3r c,,, tut f 1Y o.e. 1 /1,,r MwAD D r o C. ppp U4 " • MMMW OF PATE W OR W EDGE ALTERNATIVE 4"W SC41 1/4'.t' 0°°0O 1Ri80' rlp 20 GAGE GALVAMUD STEEL STORY PANE - oArN 6h L E C O INC. GLOBAL PROTECTION PRODUCTS, LLC. 4r Lr. 61 Dt1CT DRAT FL 33]14 P,4C (PHI::: 91L TAR: NNlMN-m, °'nI/2tl0 ME rM ,AA.., A aMHF W7-S.2m w, =14 AM-otw ,s L,a A df.G Pt 20-176 ONAAWM A. aW H- Fr IIQt M A O 1/4. 3/4. 4/5, 5/5 A 6/5 CIIEDUL.E ONLY MR WGU AR STORY 2/4 1w/G. 2w/6, 3w/7 & 4w/7 RM CONCRETE BLOCK k WOOD (t) r MN. --- SHEETS 2 10ANcRoWs (w &11)E ON _ r MIX SUNNI PAIELSp■l2WE. AT EACH ,• MN. t• ARIL EMQ 1MRM TBACIM3 (11 _ m^O t O DA o 0 GIEKCT IMOUMTED AT E1tM EEE1• D.M.. , 3)y 4 rT-T--t-r r-1--r-rT-�-r-r-r r ram--r-r-I--T-r-rT MAXIMUM PANEL LENGTH -L+H OR -L-- (ft.) D MAt1MUY "0. P1EWStIRATNO (p4T) (•F N -) CONCRETE t wow INSTALLATIONS t w L- 2" 14'-4• 15*-,r no I2'-10• tf -r JOLD fr•-r ro-r JB.O ro•-to, ra• 4110, 61-0• r-s• 410 r-f• B•-e Sao 4r-7• 6•-21 sao r-r ra' Tao s'-0• r-s• 4•o r-r r-r 710 r-,r' 6•-I• Sao r-0 S-S no 7-o• 6'-3• no, 01-9• 0,-1- old r-7• S1101 to" to" S•-3, 31-4' rlao i1S.0 i - 41-I0, 17ES r-r PANEL lOO1H (I-) MINIMUM SEPARATION To GLASS SCHEDULE WIND SPEED 4 170 IA.P.h WIND SPEED > 170 W" LIMBEIRTMaNcol ROM"" UNRESTRAINED RIEB"VM D 30 ON LETS ,- t' 6• 6 1/4- >311 TO 90 ,• , 7 1/Y 7 1/r >90 To 140 ,• ,• 7 ,/r 7 1/2• >/a M Mw I 1' 1' - 7 ,/r ra, i11Ti .7t`i5ia'i•�,;lir;'rld• =a rdn 1, "I MUM OEM 10 a�®a®ate W] ' JJJL UNBOLTED PANELS BOLTED PANGS W/ 4d EA. U)VORAP (SEE swma ASD.M..03.4Q. --�- --- -- --- -- - 0 0 ® or L__ IRA% / L.�T Y IRA '• t 4,3/4.4S,6t6/S' W' / 2/4 4 / 1w/6, 2w/6, sw%a Awn ••••Ho" (SEE SCHEDULE ON solmrs, l 10 REGULAR STORM PANEL M1 ELEVATION E60r1/4• Mal, GAP ,R OAK OBVP SLOE WAIM ,1 I M3 iL•P (2) PRoma TD DETOtl1E Ma" Pa t U MN: GAO A POSITIVE ASD DESIGN LOW DETERMINE YAICRIM •aD WOOD ARE LOU TO a 95 P.M. MAY ALSO, DEIGN PNM M RATIO BA,0 ! 11 MR Wk. ASA DCM LOADS t MAX. SANER LDOML FOR SPACER 6a E USED. * z0" ' .441 * ATEO '* ORIU► /_JLW_ 6\ / dow 'L�°L Nc. 1L ECOINS. 24 GAGE GALVANM STEEL STORY PAWL WGROW . PROTECTION PRODUCTS, SNW QaPAL FLS'333% 1♦IO ND S6Flr Rw Z 0 N)MW Wm p6/W'r u MINAt, r Ma 1Ar •ra wee, w... N>•I r tMe . A.. aA• w - 20-175 WLM Ay« ►l + wIMI a v7 MON DETAILS FOR REGULAR PANEL (1) INTO WOOD STRUCTURES ----c-f'-�- It TD gSEPARATION -3WOOOD ANCHORS 1 r Vx SCIEDUI E ON F 1 �211• ;~--(EE ON SHEET 3)K.- G SMEET 11) 1 MD _ "-"'� I!•I/O4 ; , r MRIF M; / FAMIE. LENGTH ,��9 1 i MOOD ANCHORS i :' I ( SCREE / (SEE SCHEDULE ON { i `- ON MEET le1 4' % SHET It) 1 I 9TACD1 �• MAX �� SPACER OF V L 1 1 WOOD WADEB_; ; 1 ! LENGTH , MAX.\ MEOUIREID ED _ 1 1 ED -.• L ,• TAX. LONG AUA$M M SPSS � 12 1/2• I'I, I '� �D.0 (EE TAIL /t ON SECT it.) I I EE NOTE .. BELOW FOR LIMITATIONS FOR 1 1 i• MAK. 1 ; 0 MAX.H I I I I 1 1/2• Low SLEVES. 1 iL. I SEE SCEDULf ; PANEL LENGTH 1 1 ON SNEER 3) ; " ( SCHEDULE 1 i (SEE SCHEDULE j l \ i- _PANEL CUTE FE1MlF O OR PANEL RATEUT ON SHEET 3, IL_"_ .-_..- ON BFEEF 3) ; PS (SEE SCMSECT UIE OM 11) ,,.10011• -.._---.; -- alII1Py� S _ ,�, SEPAPIATION 2-.4-'� _ --� G �•�j (SEE L I PLATE REOM)ED 1 ON SHEET 3) ; I I ECTWOSP��� ���� 1 1 1 ME 1 5 j SCARE 3/9-1- - SEE TABLE /1 ON IEEE PANEL 1-U ' • 12 1/r D.C., 11 FOR MAX. LENGTHS t t SOB' - MAT. DESIGN LOADS FOR THIS NSfAL1ATIDN. .D B 12 1/2 Or-H -- -1 II WOOD ANCHORSSTAGGERED FEDU E/ Gam) SPASA M WAY ME t 11r Low r .1 ! 1` , ! SHEET 11) (1) PPOM U r4N 0 UNDID D 10 A TIME 6DAT NAO,B• WITH W-W ! } IKMOg: Wt YBN RGOF HBM6 OIBI e A Bb9WO1BB TON ANY 2•.4' WOOD l I ` �i SUROM Now r DOOM NN NNW 1* PLATE TYOOD ANCHORS I 1• EEL vowaa II To wn Pam= I _ � � •.4- WOOO GG AM M GOLD "M OO o"0011T M (M►►A1NIC� IAAA NNW[ W a rl II M 7PElr 3 YR/ S ROIOS, to 1 4' A TE REQUIRED /r TLC (SEE sCFEDUL ON IOFFI A6 iNE Ia1LC1110IEE PN6 YB[ FLLBj ,MEWL E eIAJ9 NMICISI D 6 Ile.". L` I SHEET 11) GOMISD URN ! tlBLTB A IhlBILTBM FROB i2 I/2. 0Z NWOMB Ile. GN (1) ii i` IM�w + -0 P.F�B'RE En MAIL 2. aN RBn L9AN B IrM ,G Gr A ANY on.A (CUM • A MMipOM FROM WWII PANEL UNDO MINIM ON CD MINIM NORM Pon Loom Is WALL MOUKFOW MOtw ERECT (4) 1 1/r LONG WAM ° PMR NA eW1 ff a POrAW)Tl ON WALL MMM (» sIOBI MIl MWAIOM B aNr IN NI NMIWM W000 N 16 NLL SCALE 3/Mt- "Go Si IW ACON or 1 (OMB O Oel M O CLY WIND UDR WI. 1MM 1. I 3 AS BOOM N AWY AT1 SCALE 3/Mi• H) GCONEAYI 1MD ONLY F011 MO c-im gwIBNC AND /K am (M NIIBO Gr M now VJLDM Om 12 2.3 FM ARMS .. A ..... ' VCEN FLORIDA BUILDING CODE IT Y4IE00 Nurrtoam Zone) ROTE FOR eaMNATiON OF srcTtaRs: ' INN Rt1RC0. ME. p. 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. � IrO. �tBi 24 eHwE GALVAItlZED STEEL STOR11 PARK(. DESKiR PRESSURE RAT9NO (p.Lf) AND PANEL LENGTHS* TOWN N: TOP # BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR COMBINED IN.ANY WAY TO SUIT ANY ALTERNATE 2W) STATE PROTECTION PRODUCTS. LLC. N $.• E1LNR6' C O INa.GLOBAL aqp INSTALLATION. MIW ,AL N PtPar O 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD A•w , IMp AT-r . ti , 1WW o1-Hr F,IONC (""me-Aw PAR OAK)= an MEMBERS TO BE SOUTHERN PINE No 2. W/ SPE'CFlC S%�ORID..: 20-175 DENSITY OF OM OR EQUAL a-GMnMB "` eNlp w IWLr Y., PL 41Qt • s u GENERAL •.• .Y R !Y•11V 1 L->r 1WN1 gal fL (C) TD --- W°°0 fYM SEMMM wev 0 . °96 IMI1: t. STORM PANEL 9OM1 ON TK PRODUCT EVALUATION DOCUMENT (PEA.) HAS BEEN VERIFIED FOR COIIPUA4CE N AY MMNCE - 1/4.0 TAPCON ANCHORS, AS MANUFACTURED BY LT.W. BULDEX. PC WITH THE 2020 (7U, COTTON) OF THE FLORIDA SLOWING CODE. THIS STORM PANEL SHALL NOT SE INSTALLED AT HIGH - 014-10 PANELWTE FFAW,E ID AND PA/KLWTE PLUS ANCOWL AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. VELOC1n' HURRICANE ZONES (YMM-DADS / SROMARD COUNTIES). - 1/4-0 LAG -I E - PER N.D.S. AS PER SECTION 609 #ISLE ABOVE MENTIONED 1 CODE. FOR A BASIC WINO DESIGN WIND SHALL - t '0 T n 7/ 6 e S/6• WOOD BUSlIOHG. AS O151MBUfED BY ALL PORT SCREW. DOLT t SPECIALTY CO 9I+EEp AS REOIDED BY THE JURISDICTION WHERE STGO,t PAN10. WILL BE MTALLED. AND FOR A DRECfptHWf1' FACTOR REQUIRED J RISDIIMION KO-0.65, U13NO AM 7-16 AND SMALL NO EXCEED THE MAXIMUM (AS.D.) DESIGN PREssm RATINGS INDICATED ON SHEETS CA) MINIMUM THREADED PENETRATION INTO WOOD OrTAPCON ANCHORS SMALL BE 1 1/2- AND 2• FOR ELCO PAEL ATE PLUS 3. 9 TIRU 12 It 17. 17. TA APANELMALE FEMME 10. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WM LOADS DETERMINED PER ASCE 1-14 SHALL E FAST REDUCED TO ASD, DESIGN PRESSURE RATING E LNLIIPLVMG THEY BY 0.6 M ORDER TO COMPARE THESEW/ MAX. (A.SAJ CS)) WO"THREADED PQETRAl10N OrIaAC SCREW. INTO THE WOOD FRAME UNIT 91HWL BE I T/2'. NO UNTENDED DESIGN PRESSURE RATINGS COINED ON SHEETS 3. 9 11RU 12 ! 17. Id. CO PENETRATION INTO STUCSHALL E CONSIDERED AS PART OF THE REOUNED THREADED PDCMMrON. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D. AS TESTED WERE HOT GAR ST SED, A 33% INCREASE N ALLOWABLE STRESS FOR WIND LOWS WAS m USED N TEEM ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN WOW = N C3) MINIMUM EDGE DISTANCE OF LAC SCREMIS. WrO WOOD SCULL E AS 9IO93,TED N THIS MAKIN: ACCORDANCE WITH MD.& 2016. STORY PANEL'S ADEQUACY FOR IMPACT AND WIND RESMANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION 160.1.2 OF C.4) MINIMUM PEtEI1M1gN OF WOOD PUSHING SHALL E 51C. 1/4' 0-20 SCEWS USED SHALL E 1 1/2' LONG MWW1Y THE ABOVE MENTIONED CODE AS PER AIERICAN TEST LAB Of SOUTH FLORIDA REPORTS /0014.01-01 AO 10219.02-00, AS SHOULD STUCCO EXIST. AND i' MINIMUM FOR WALLS NAM NO STUCCO. PER SSM 12-99 At ARM E 330-02 STMb1RDS, AND AMERICA N TESTING UB SCUM FLORIDA REPORT 11123-01-10 AS PER TAS-20/ AND US-203 PROEOCOLS. AND AS PER CALCULATIONS PERFORMED N ACCORDANCE W/ SECTION 16M OF THE C.S) M CASE THMT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS WE FOUND ON THE EXISF61G FLORIDA BUILDING CODE. WALL ORS LOW BE LOENOUGH TO REACH THE MAIN STRUCTURE eE11MD SUCH PANELS. N040RAM SMALL E AS MENTIONED IN CA). C.2) t CA) 2. ALL ALUMINUM EXTRUSIONS TO E 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCORS SHALL E INSTALLED FOLLOWING ALL OF 111E IIEODAIENDAilONS AND SPECFNATONS OF 7/E ANCHOR'S YNRUFACTIIER. 3. ALL KINi9NI1M SECT METAL USED AT CLOSURIES SHALL HAVE 3106-Hi4 ALLOY. 6. P94MS MAY ALSO E INSTALLED HORMONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 4. ALL StM SHEET METAL PANELS SHALL HAVE STRUCTRAL QUALITY STEEL ASTM A-6S3 ORAOE 60 MINIMUM 4-00 GALVANIZED THROUGH 6) EXCEPT THAT HEADERS® 40 SHALL NOT E USED. STEEL DESIGNATION! W/fV. 92.2 Wel cAF7ER ROLLED). 9. IT SHALL E THE EN-ON30 JTY Or THE CONTRACTOR TO VERIFY THE SOLVINSS OF THE STRUCTURE WHERE SHUTTER E TO E L ALL SCREWS TO E STAMM STEEL 304 OR 3t6 $0 SERFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATO M.StME PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY E ATTACHED T° CONCRETE. BLOCK OR W000 FRAME W/ 50 Ae1 YEW STRENGTH AND 90 WTENSILE STRENGTH AD SNV.L COMPLY W/ FLORIDA BUILDING CODE SECTION 241 24t 1.3.3.4. 10. EACH REGULAR STORY PANEL WIN LENGTHS OVER W. AS PER SMIO M 1, 2. 4, S, 6 SLID ALTERNATIVES 111, 311 At 4W ON SHEETS 4. 5. 6 ! 7 RE4/ECTNFLY; SHALL lIAVE A LEYMSLE AID IIE40IY V6MItE IIARKSIr. HNSFRUCING OWNER! OR TENANT TO 6. BOLTS TO BE ASTM A-307 GKVMPZED STEEL. OR NSI 304 SERFS StAM1E55 STEEL, ,Mfll ]d kM YMKNI YRW STRENGTH. SECURE PANELS IRIH APPLICABLE REW6'a/CE11EM DURING POUNDS OF HURRICANE WARMIC. 7. ANCHORS TO WALL SHALL E AS FOLLOWS: 11. THE INSTALLATION CONTRACTOR 6 TO SEA./CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN N CONTINUOUS CONTACT WITH THE eURoREVw Lw TO PW9M)/RAN "U". W - 1/4-0 TAPCW ANICHM AS MANUFACTURED BY LT.W. BUIDEO, INC, OAT, rc-3192 P•.J.) 12. STOMA PANEL INSTALLATION 91ALL COMPLY WITH SPECS 94WAIW M THIS DROM PLUS ANY B(ADNG AND ZON91O REGULATIONS - 1/4. 0 . 7/e' CALK-14 ANCHORS, AS MANUFACTUREDBY DEWALT INC. PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. - 1/1'0 . 3/4• 50L10-SET A1CN011$, As DISTRIBUTED 6Y ALL POW SCREW, BOLT t SPECIALTY CO. (N.. r- 3OOD W.) 13, (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS 94OH R IS GDOM AND ODES NOT PROVIDE INFORMATION - 114-10 PNELLATE FBIALE O ! PANEIMATE PLUS ANCHORS, AS YAFAFACRURED BY ELCO PRODUCTS. FOR A SITE SPECIFIC PRO.ECF; i.e. WHERE THE SITE COIOROS DEVIATE F114M THE P.E.D. - 1/4.0 ZAWC NALN ANCHORS, AS MANUFACTURED BY DEWALT. INC. (p) CONTRACTOR TO E RESPONSILE FOR THE SELECTION, KM04 E AND INSTALLATION NCLUOINC LIFE SAEn OF THIS PRODUCT A. WWUY EMBEDMENT # TAPCGN M404 L INTO POURED CONCRETE SWILL E 1 3/4'; 2' FOR EuCO PAIELIWTE AND • 0 IN 11,5 P.E.D. PRONGED IE/9O DOES NOT DEVATE FROM THE CONDITIONS DETAILED ON THIS DOCV". CONSTRUCTION SAFETY AT SITE IS 1!E ODNTRACTORSRESPONSSIUTY. 1 3/4• FOR ZAMAC NNAILN ANCHORS. it,5 PRODUCT EYALW110N DOCUMENT MAUL BE ODINSIOFF1E10 INVALID r RANTED. IL2) CALK-N ! SOLID -SET ANCHORS SHALL E EMBEDDED 7/6- INTO THE POURED CONCRETE. NO EMBEDIEw INTO STUCCO SMALL E PERMITTED, I/#' 0-20 SCREWS USED SHALL E 1 1/2- LONG MINIMUM BMW STUCCO EXIST, (E) SITE SPEOM PROJECTS SMALL E PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT ARCH WILL BECOME THE NO 1• MINIMUM FOR WALLS WITH NO STUCCO, AND MAY E HEADED SCY4WS OR ALL TF91EAE0 SMWS W/O HEM. 06001M OF RECORD (E.O.R) PDR THE PRWECT AD WINO CURL E RNIF FOR THE SLR WITH WRAC NUM PROPER USE OF THE P.ED. iNGMEE'R # RECORO. ACTW16 AS A DELEGATED ENGINEER W THE P.E.D. ENK earn SHALL Raw TO THIS TATTER THE SITE SPEW ORM49S FOR REVIEW. A3) N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAYEES. STUCCO OR WOW BOARDS E FOUND ON THE EXISTING WALL OR FLOOR. MACH= SMALL BE LONG ENOUGH TO REACH THE MATH STRUCTURE BEHIND SUCH PANELS. (e) THIS P.ED. SHALL SEAR THE WE AND ORIGINAL SEAM MID SIGNATURE Of THE PRO MWK44L M0ORW SHALL E AS MENTIONED IN A,) AND IN A2). ENlCIIER #RECORD THAT PREPARED R. (B) t0 Of6F1NO Ct)NGLT[ lWDDIL BALL ASHY C-9@ 14. SHUTTER MANUFACTURERS LABEL SMALL E LOCATED ON A READILY VISIBLE LOCATION AT STORM - I/4" • TAPCON ANCHORS AS MNOFACIUED BY L T. W. MIROEX. INC. PANEL SHUTTER N ACCORDANCE ARM SECTION 1709.9.2 Or FLORIDA BUILDING °ODE. ONE LABEL SCULL BE PLACED FOR EASY OPENING. L49aiNG TO COMPLY WITH SECTION 1709.9.3 OF THE - 1/1' • . T/d' CAWS-M ANCHORS. AS MANUFACTURED BY OEWALT, INC. FI•° BULOI/C CODE. - 1/4'0 X 3/4' SIXA-SET ANCHORS. AS OMYRIBUFFD BY ALL POIREAt SCREW. BOLT SPECIALTY CO. - /14-10 PN$UAAIE FEMALE O AND PANELMATE PLUS ANCHORS. AS AMNFACTRED BY ELCO CONSfRILTON I - 1/4. 0 TAMAC NALN ANCHORS, AS MANUFACTURED BY DEWALT, MC. 8.1) MOM" EMBEDMENT OF TA+CON ANCHORS. ELCO PAEWATES AND ZA14AC MALIN ANCHOR. tr4ro ?HE CENS FLORIDA BUILDING CODE LAIN, Wloc NurrieaM Zon• BLOCK UNIT BHAL E 1 1/4•. WIC B.2) CALK-N t SOLD -SET ANCHORS SHOAL. BE EMBEDDED 7/r INTO THE CONCRETE SLDCK UHT. NO %044 7 R'M M� 24 DOGE GALVANIZED STEEL STORM PAMM M STLOCA SMALL BE PERMITTED ,/4. 0-20 SCRISS USED SMALL BE I I/2• LONG MOM" SIOU.D MT. * MID t' rIHNRUNN FOR WALLS WITH NO S10000. STATE - PRODUCTS, PROTECTION PRODUCTS, U.C. 4 �t NIL E C O ENO. IaE 9.3) N CASE THAT PRECAST STOPS. OR PRECAST CONCRETE PANELS. STUCCO OR WOW BOARDS BE FIORI smw W.,r er•R7NM 0-19. R 33R114 g0-175 EXISTING WALL ANCHORS S UAL BE LONG ENOUGH TO TEACH THE MAIN STTNICTME BEHIND SUCH , 04• m-HFP . r. • 11M m-INN HIE: (M,Wr•.1nq TAR C64)MIO-•Ar lance ANCHORAGE SMALL E AS MENTIONED N ILI) AND IN B.2)- SSM/.0.'RAL ��, G.a90FM'ri i r N` N A ox � MAIL A T4R .V;PE •''••N WIQi I Nr F6 (WE SCHEDULE SHEETS I T OUGHOD 10) 9LllLQ-IECTM IIIltlli O'� N Q O O C � t6 -6-0 'a -. a- c C 1, V O 1u .L U) 0 O E LL_ � M0 =J � E O O cu j/�� I� W a z z J do e. `LOT/ 9Ei S)3) ; Al MV,. SEPARATIONAWL EET 3) PA EL LETNRH -.(SI RCN a E.r. OWN SCHEDULE1dl °N SNEEf 3) NR-1 ' OF Y 1 i 1 i ? ' [�- I Y�x / cv SUN + II I 1 CO n ; - cm �. W X EP UND-1 I i I I/r 0C j "i APPUICA1q' C. I - a CONCREQUIRETE D. BLOCX I_' 1 CONCRETE F t SUITS 9 TIIIOIORi°N 10) iTi t� VAON.r wTEN SOLD CNX-M I•--�4} AE LIED t W/ THEN EXISTING HUED CONCRETE PANELMAT6 CONCRETE BLOCK { ;; w/ 26- ARE USED. C (ON Slo) (n WKI MOM 2 O 7 (` BOWS 3/te'. SCALE 3/6./' uA J U Q) 0 N TIN N FA A: 17(Vl 3 (i5 CEN FLORIDA BLMLOING CODE Nan High VelwooffyNuMoan• Zon• y(L Q) IZ �a 44167 44ReW a,Ra NE 24 GAGE GALVAHM STEEL STpIY PAIBL NRrANM W * � •n S [ Y O.tF''' A2.• �.' */ 'ld Rr I AF OU O STATE C IL � ORIDMr Al. lr tyAL331% c 20-t7S lyE- NrM 4 4Ns YW OIWOO r - DA-NOWT„ w INSTALLATION DETAILS r 41EA�M1 FOR REGULAR PANEL) INTO WOOD ALTERNATE LEO iEO119ED°tlSTMO ADEOUAC1' OF EXISTING WOOD SEMA M BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER I INSTALLATION. r AIM2OR5 SI:NIEDUIE ON ALTERNATE WOOD GHEE 0ULE 1EON .•, I --. t' Will vi vt w WOO HAD ,; I tRaDI ,a SHEET tt) SHEET 11) .. �I j'E _ 1/2 _PW W ,/P Ma M R s " N • 11M- WOOD HERD%_ t/2' REEQUIEO r 1 ,TyAAFEHa1 wGOD MDHOWS •41S • •/V • • 1 /4• .C. j SCHEDULE 'i' (!FEET ` MW ; „SEE ii i 1 I BClEDILE 1 „♦Y-Ron' •ats ON SHEET » ,L-_ -•a F Ala. SEPAWBON Ib LASS. I - - 1 aA -.-.��- - --' 1B�NiG' Ova I ` v GAL (SU SCHEDULE ON SHEET 3) I-..-_.___..-.__.- I/♦Y-eon• l' MAIL _ •O,,w�� PANEL LDWHSCHEDULE -_ _ _. �p,jIVg ( SCHEDULE 1•at Tel f-rJ ON SHEET 3) ON SHEET 3)(SEE i I V OF V 4 i • 12 T/r O.C.wow _OF 1/2 two 1 I; 1 CK REOIAED WOOD ANCHORS -� 2•R4• FOOD REOIORED lIIC101tS - G1 �`�vT __7�"E= ON�,_„ 3/4• 4T 'I i _HE 11fL 1))OILE „SEM;DIL�E S I YK; AND FLOOR IWiiNTiiKi SCALE 1. BUILD ALTL -OMIT MOUNTING UATM 4W SCALE 3/8-I. / FATE FOR CO MBINANCH OF SECM=: NO. 44167 •} *; FLORIDA Bu1LDllMi CODE Non fth Volooffy IiYFr10•M ton. 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. To 010"M Ma CAN I1E PANEL. P$ "M 111= Be 24 UK GOANIZED 9M SM PANEL A M"DESICI) PRESSURE AATINC (p 6 % AND LEOM COM■RED N ANY WAY TO SLIT ANY PER ON 3 $'-. STATE OF AMA•/ M^ AS SCNEDIAES INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD'• MEMBERS DOWN aTO BE MANE No 2. W/ SPECIFIC F OJ% OR EQUALy %pNALE IL EC OGII�N�ep � Am w F Lam.'• GNc AIN PE. FiM WA- pu-a9Dn„ F1eld RN)0�776M nAft mooluW N M. M ,. 20-ns Dow" N. cn -6-`/ W _C O L d U c O ■ V! cu LJJ = Q Z Z Q J a SHEET NO. S H 1.3 tf _ ,.�tb� _ .... - .. .. � ... _ , iI n I'R'6rt�T�l'^}''11N�'A�I1�RI�R��1�°P�r�P• �Igr7111�j>� _ -- 1"Al"T'�r11� ND,"}u'+p,7+,+ � - - II`I wl�lllllr. 1 }�'�".P 1�III'� R�,� '�' �' '� {�.1.'�'�� _ = - END CLOSURES DETAILS FOR INSTALLATION iN POURED CONCRETE, CONCRETE BLOCK OR WOOD 51RUCIURESo VAUQ R REGULAR, INIEE SAFETY & E-Z HANG STO M PANEL (j) SYSTEMS 1 "TIES1 1 ®oR �TE wocr 69 r . r :.au• 3,m «-,4 WOOD 'N'" Yip. 4 H!t i /063•T6 ALL6. COME. ALHN, ANGLE WN;&Y . 1 3/4• ; 2l1 • 1APta�H • i] D.C. _- FORMED IeNcrtIS ,fr am on rN` HOOD t W WOOD MW 1 1 �s OR( IJMgNR • �r4 C. 2GO 17a1a 1 l 1 i/r CAP t• Ir o,C. I r: r, eD6' w REIN IDCA710M r , . 9a6 cab. S Go ALAN,r IiM.. 1e< L GLE Mom. DIG' 3IO5-% E4 9MEi 4Oi3BD OOMtl67TE. 001gEiL_.__: Y z .• x .iffi' _., METAL wa seer PILE i 6LOCN a YA4. 7No0o FRAM[ 7M.)AEMOO 6003-TO � 2 f/2' V, �i i-r - 2' .J CCIR. MTAL MIME r r.ss �..�:r,...r�J Mm. OAP tf4 P iO1,j,f 4• ..WY �CTNOL • tr as. 9/iMJ04it AR4 T6 XLTI CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE i/4.l' SCALE 1/4'•1• SCALE 1/4./' SCALE 1/4--1• `l Scup-M 9R fM(-w 1 OCO PWAMIUM p�f / POUKD,a .® OR CaKKx 6E + V. "M To OCHE � 1.57E COACYit BaDGr VARIES I 1 •, oR a%4• 1p0D I : sm i OTBeINO ! $CH OWE a SNNi a i ••-Drip 25eA• INz1c FRMIE S• Msc'•1 OG 14WE Omurai As 4'Rw E ' to a „) , on 2w wm law MmtMrn 1 1 7,„ M yf4 PAPJ" To 1 SILL D,cl'81 t3UT De PREL) _ z . wo., STANCE �'(� - -" CASE G (PLAN) a SCALE M eNWM flit 'a HAO • : /? , N1ATgN ONLY a MN • r 6A �L ..'• �CEa VALID :DR OTIECT MOUNT 94ME `• SF'••% CMTNTED PANEL own"TTCN AT WALLS W/ No. 44167 SURFACE LETEL vARIMICNS W1THw4 3/4• FLOM WJLOING CODE NON V• Nurrkm o Zone,) (' (P CASE F _ (PLAN) an• TM'4aM • 24 USEGAVAIRM STEEL STORM PANEL tr. GALE SCALE 1/4.1• d.C'•.'r�OR{D�. ORION N: 1/4•.1• NAIAI I L E C O E«6. GLOUL PRIMMIl1 PRODUC D LLc. won, spw wInbi re a -175A.MNtGMHN:HMa20 1T An-wu Rya: D60MI�7If CA-OINTII �•. �i•� MN OMMIII tYc P'E' NA7UE A A. P.C.q• 41 =W 6 a HI (MUD ONLY FOR PANEL 10DWALIATiONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 A 7) MAX. A.S.C. DESIC3 {p.•fJ VAN" ANCHORS SPACING FOR Ed r AS SHOWN ON SHEETS 6 IS 7 APPLACAmE M a ANY OF THEM WXWM LEMM % 00 TAPCON L40 SCREWf PAWMATE FE ® PALM MAATE STOOD, am" tr Ir lr Ir 1s' ITT (1011 it 13" 13• la• it Ir (BORON) 6 1/2- a 1/r 5 1/2' 6 1/2• 6 1/r M 9 1/4• 12 ,/r 6 1/4• OET T.H) W-W r Ir !" e- - (HOP) LESS 6' kr a' - 3w (aGTROM) Tr 3 7r lr 13' Ir PBP) -45 LESS 13' 137 13• 13• tr is• ,r 13• ,r 13• ,r 13' 13" r Ir (NMT" 6 l/r 6 1/2' 6 t/2• 6 l/r 6 112• (RDP) - a 1/4• 12 1/2' 6 1/4 (8o,1•4)TO >5'-0• } "_i• 4 1/2• IV 6 1/2• a 1/2' - (}aP) 4 ifr 4 1/2• r r - 3w (BORON) Ir 4• (TOP) le 13' 1 13' 1 Ir 4 , r • SEE TABLE /i FOR Max. A.S.D. OM40N LOADS AT MAX. PANEL LENGTHS WHEN SPACER"15 USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 1/4-07 ANCHOR 1• MN. 1/4 # PAHEUODE ANCHOR O 12 1U WIT. LSD. P PAIM (w.) MAIMITIN ANON= SPACM MR EA • AS SHOWN ON SWEEM 6 a 7 APPLICABLE To a w. OF GF THEY WAXNW PARa LENGTH i~) RAG F� FAMELMATO �� W000 BU iIWLG tr lY tr 13' tr r 1r is, ,r Ir r in (6GIi04 6 1/2' 6 1/2• 6 5/r 6 11r (LOP) 5'-0• - - $ 1/4- 12 T/r 6 1/4' (CURL-) 7' 71/2" Ir r - (or) LEESSS 7 1/r 6" r r - 311 M-) ,r 13• 13' 1r Ir POP) +4TO-4a +75. -75 it 1r Ir Ir tr 04yiTaM) it it 13• it TV r 1r tr it Ir 6 Ile In MT10Y) 6 1/2- 6 1/2• 6 tfr 6 1/2• 6 I/2' (Mh I35ro 10 - - 1 61/4• 121/2' 1 81/4` IN WATT.-) 4 ,/r S• 7 t/r 7 1/2' - S' S t/2• r 8• - sw Is' 12• tr f3' S 1/3• Id Ir tr Tr it to, • SEE TARE %/ FOR WX. "0. DESIGN LOAM a MAX. PANEL LENVINS WHEN SPACER 0 Is USED. CORRESPCNDW ONLY TO ALTERNATE 2V ON SHEET 6 TABLE al A ASO. r ''1 11 un POHL �H 40 PW OR LESS 6•-a• > 40 PSF TO 50 PSF W-2' > 50 PSF TO 6D PSF 5'-10' A M/ PANEL MAATEPANEL N��S ARE ONLY VALID FOR ALLATIONS � ID OR PANEL MATE PLUS ANCHORS a W/ tU" FWkWV�41/2- O.C. ART 00 RWL am cm _..,- Y MeR i PANEL LENGTH (SEE ELMITITH OIL BEET 12) i Uw IRE "M is a ,s MORE ANmm "PIT IT 9Anm FOR eAOANA7DIW MM I= WAX 8%XMM xINAAe ANCHOR SPWWM AM OWN EDIT iM MU AMmea.= am rm so1FD" FOR E.O. = THNH eOOOm am smau TWICE Now ram m MtADTU11p fPAMHa $$TIN ON 8a6D6E or 7w FouONae HNCTORI. /OR lTn oTERODN To K POISMt, IMMURED SPVC MS O/a•I!D ONO FACTOR DAL N$ E un It" MRWAAI VAC" WOIOMm MR EACH no= 1 r. $Now TMe mom ow I wmx WON mme 04 3 3 -AAANA AHAW M D 3 1WNIq W 6H.RM w aAJ 3 7 1/2 MORN. Es 9E96Ls W RAOINt t , OA - 2 i eA1 - ___._ r. am tm 3, iA , =)OR D1ErDND)10 V MLR l' WE PEEL LENGTH ON SHEET 12) (VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU G. ON SHEETS 4 a S) VAL. LSD. PRESSURE j,) MMAM M AUMM 9PAC010 FDIC TAN 6.0. PER SCED,WL BEIGW 111 APPLICABLEDESIGN 31ADWIY t�l ) OEMAAA. P �,; ►N10A6M ANCIGPS 9PAA1G TORE MN L0. PDl SKatEDWE �7Aw IF +>PHNG19.E N4DYUM LOOM ft) TAPCON SOLD -SET FEMALE ID ELINP PARTE PI In IIW-AMAIN CALK-N a 7AfCON SCUD-1 7 ova To I IN! us ZAW1C-K%Uk WK-N a w W w coo=OF w 70 TH�i w W w w W co� OF MAi + -4a OR LESS lr tr it lr 1r le Ir Tr it ,r ,r it i {'LOP B-6• on �= �-4] +66, -6a Ir ,r tr Ir 1r tr 1!` IF it tr IF III I 6,�, OR tY 13` ,r 1Y tr 1r fY it lY 13' tr ,Y , (aD11aR) lr tr tr Ir tr Ir ,r tY tr it 13• t1 ifs 1 (eGR6,q Ir Ir ,r 13' tr Ir it Ir it Is, tr I3 CAI Ir it 1r Ir it it lr is, IF it Tr 1 1 2 {TOP) it it it it 7r 13' it Ir lr ,r it Ir 2 CNRi6i) 1r it it it ,r it ,r ,r IF Ir tr , 1/2 2 (eGT1a) tr tY 1Y t3• tY tr Ir ,r tY /r 13' U• 1Y Ir 13' 13' tr 13' /]• t3' Sr Ir I 1 3(t0P) 2 1 2 1f2 11/4 6 I/4 2 , 12 1/2 - - 6 1/;• 4 OMM) - - 2 I /. 2 1/E 6 1/4- 6 IJ4• 2 I/2 i2 1/2 - - 0 1/4. 6 1/4 3 (WrlliAn Y 6' 6'r r r r r r 8 r 7 (TOP) • a 1/Y' 'r' 6 t/2 ' 7 1/2• ' r ' ' 4 ft'GtFr9 r - r - r - 9 - a• - r JI/44(10P) (B0'I MO r - r - r - r - 6 - r - 4 (Cn%qit it le it it Ir it Ir it 13' it (TOP) is- ,r is- tr Ir ,r 1r is, it tY ,3' t i (minit ,3' t3' it ,r it it it ,r ,r it OUMN) ,r 1r !3' it it is• Sr ,3" 1r it tr 11t/2 5Is• tr it Ir is• it Ir 13, tr ,r Ir 6&)it it tr ,r it it ,r ta• ,r it lr 1f 1 6 (wh .- - 6 14. 6 1 4• b , 4" 6 1/4 - - - - 6 1/4' 6 w - - 6 If4. 6 1/4" 6 1/4• 6 1/4• - - - - 6 I ;` 6 1/4* 6 MR-) it r it 0 t it r ,r 7• 7 in 11 I it 4 //2 i .�, To 14'-4• le r IY I Sr Ir a 1 tr a 11r 9 I/r -677 17 a TV 1 W_r TO Y-6' Is" r it 1r tr 9 1/2 tr 9 1/2 10 1/2 7 1/2 it r 1 (WV04 ,r 7 ,/r Ir tr 13" to' Ir ICE• it" r 1r a Sfr 1 (Moto Ir 6• it to I 13- . r Ir Y 7 1/2. 5.1/2 ,r 4 1/2' 2 (TOP) it 6' ,r lr it 6 1/r ,r a ,/r. 9 1/r 0 1/r lr 6 t/r 2 (TOP) it r IF ,r it 9 1/2 it 9 1/2 10 1/2 7 1/2 13• 6 1/2. 2 (901701) 1r 7 1/r IF tr 13• for Ir TV tr r Is- 6 ,/r 2 teollGr) tr r tr 13• ,r 9 1/11 Ir 9 1/2 10 1/2 7 1/2 it a 1/2' 3 CW) it 7 l/r le 1r Ir To' IF 10` it" r lr 16 1/r 3 (TOP) 12 , 12 f1r 6 1/4- 9 1/4 2 11r 6 1/4• 6 1/4- 76 1/4 3.(601TOM) 12 //2 2 11r 6 1/4' 6 1/4 12 11r 12 112 5 1I41 a t14 3 (Wrl" r r a' S ,/2' r 3 1/2" r 4' 4 1/2" 3' 16 t/r r 4 (LOP) 7 1/2• 3` r r r 4' r 4' 4 1 fr 3 ,/r 6 i/r 3• 4 (MP) a' r S 1/2 7 1/2" (BDTMMO r D w r a I/r 7 t/r (a HMO r ,r IF 13• 9 1/r Ir 9 ifr 0 1/2 7 1/r ,r r (MP) Ir 6 l/r Ir Ir Ir Ir ,r for it' r 1r a ifr 5 (IOh L13r r 1r 1�•,3• 9 T/Y fa• • i/2• o I 7 I/2- ,r a I/r (6onaM) 1r a ,/r it »• 1r Ir Ir Ir it' r ,r 6I/, a' 1r iD t/2 tr r tr r 7 1/2•' a 1/r it 4 1/2' (TOP) I tr I 6' I Ir I Ir 13' 6 1/2• it a 'Ir II 1/r 6 11r tr 5 1/2. 6 (mP) 6 If;' 6 7 4' 6 1 4• 6 If4' 6 1 4• 6 if4' 6 a 1 4• 9/ 4' 6 7 4' 6 1 +• 6 1 4' 6 1 4. 6 NE DW It FOR MCNMf TINE a 4PACM FOR MVUA" Rho WOOD PS" BLUNM • 7MMAM ANCHOR IM ORRIS AND ISM M EDGE cWNU AM NOMM ON US 1M MILL FOR EA Los IOW @mom of SC1aA[ EDUCE AHI121011 SPACING W NRAIPLVM VACANT $HI M ON SOIaDUE W THE FOUAWIM FACTOR!. FOR THIS OPOWnDN TO E MSMtL. MM SPACING O WO UM CC10ll 9Mu HOT E LESS MAN WNMW SMM POO= FOR FieH AMCNOR YM W DIVA smamu ANCHOR I@i 1/44 1/41D 1/414 1/4Y 1/4. 1/41 Mp= UU,40 nowl4wim am W wam ANCOM SPACING 00 3 3 3 3 2 I/r 3 i/3 OW 0•TAMHG ELL) a0pl 3 3 t/r B 3 3 1/r 3 3 311r 3,w 3 in 3 1/r AS11INL WE BI MU Too im tm ,m 4' S-A M ONLY VALID WREN SWAM IS USED. SHE 61 FOR MAX AS. OEMLOADS a Max. PANEL WREN SPACER IS USED (SEE SMT04 a ALTEINAIRES ON SHEETS 13. It. 15 r Wx. R-IA/13. R-2A/13, R-3AL/14. R-1 D,�j„�mm '• t R-RAW/13, R-2AW/15. R-3AW/16, R-1 3QoFQ1! O O O O I/4 MAX. Q I J !! 1 4 •-20NT' S.S. BOLTS W" J I ii (USE FOR PANEL LENOTN I PAS # i O4pt r-r) 4 ( y . LIFE 1 OFY PANEL i/4•n 20A1' TEA.TS W`�' _ .. Ai V TI e--UDCATION O 1KEE PANEL 80TTDM C IA"..l1 a ASA. rvl I LOAD �NPNEi. 40 PSF OR LESS > 40 PSF TO 50 PSF 6'-2` > 50 PSF TO 60 PSF W-10• A MAIL PANEL LENGTHS ARE ONZ VAUD FOR NSTALLATIONS W/ SOLID SET ANCHORS AT W/ SPACER AT 12 //r O.C. R-DB/14, r MAX. IS R�-3i1E//6. �• 0 ----- i PANEMAX L LENGI,H j�( I REGULAR PANEL l I ; 1 M-a' • +40.0. -40.0 W. I L L �- l f (W/ OYENAP MG FORD. LENGTH 8a3) } _ ----__.--___--._- ' f r-B• O +6CA -6440 Pa.L _ I _ 1 (11/0' WE161P Me PANEL LOOM SOLI) S 1 f } USE r-r MK PMU UENOTH AT ALL NONIINI:4 u Viii2 MIT AT F-L__ar; Nut AT 3-. MAN. LEFT PANEL FO mow P94M r � t INSTALLATIONS ONLY VAUD R WAND i• MK R-IA/13. R-2A/13. R-3A/14. 0 -14/13. R-110/13. R-W/14. r Mw., SPEED UP TO 170 m.P.h. R-RAW/1S 0-IAWJ15 R-3AW/16. R-1811IF/15. R-260F/15, R-30W/15. --_. ANCHORS (SEE SECGONS a ALTOD MV4$ ON SHEETS 13.14. 15 W . ' AWL CM LIFE SAFM STORM PANEL C1i ELEMION (t) 1 � 2.SCALE 1/4•.1• f O � ARYL ON MOW1 MANE WL+F1i -- % ti'' 6 � PANEL * LIFE SAW PANEL : 7k FLORiDA 0LN DM CODE Novi Koh Volooft NDrrkano Zone) EXTERIOR'eFss OR(OT �� mom nWia INe 24 OAOE GALVANIZED STEEL STORM PANEL DOM W. G` I LE C O Inc. CLODU P PROTECTION RO UCTS. LLC SECTION A -A HNO sw. 6, smw aHw. P. 37314 SCALE lµ•.t• - .U. 41a camel •I®+R N 31t41 I•.r:lt� x•1 ` HAn-� "am 14M)Ne-TAM as, 004)MP-Mi 20-175 PL �[ CA-OM*me" ,AHq N. er am HI 01 is INSTALLATION DETAILS INTO FOR UFE SAFETY WOOD STRUCTURES PANEL in •�' TFEW OI3RFD�AER �MtADEIR i 1WAOfR - REOU eta t 4• TAPCON t/{'Y TAPCCe 1 4Y D.C. J 1 4'Y tMCaM O.1 Y1/dC. ..•{/rTAPCON 7 '4 � ! i/2" If4••, � � t/2' E if4• fH �1� 1 j2' ' . 1 f4• J j 2 �I 2• � i � i 1 � 1 l 1 • NL-'_ 1 1 � • 1 t a1• � 6 I 'Y-iMt• '�--�._: ._ - N RA.__- � 1 p j� 01J83 98 ; B I upow Twx r-•T 6 1 I 1• NAX N I Hm m am r-4.) I N O T- _ _. ( 1 .... _� 'V • I j MAN.w PANEL tEINGTH 6 .-..� v Tom A VAX PANELtE/NCM FARM ON SHEET 1.) al Tow 12) 8 (PANEL LOOMSEE 110M ON 9N1EET t2) N I ON SHEET 12) 1 i• 10. 1 -��• _ = 1. TpEN ± \.S/ B•-GMAT S, GLAS L ; M �.I i N••---SMI N TOGLASS L� f N6'_.E�F4WWMLii % - I IT AIMTDIF-- m GLASS, 6' y _q)IT Irl a1 It ( • j i • to yr l i 1.�.5 1 1 ifr l-{i I�6x Hls. 10 p i i 4 � �'•f PLATE 4 t� 1 k 1 1 1 i IJ l L` :, 1 4'• tANiCO4l 2 tt, 149 TTWOaH O.C. i t i NICIOR O 9• QC. { KOIDLO i ,`I ( 1 } i 4"A TAPCON NMdGR O 9' O.C. PLATE 11 { 11 3 I� 1 i f �� ifA 1 4'F TN•CON - r , SOLO w/ 5TU0 I ! STAB W/ STUD � € I I � �. j 1 � � ALCHIOR • r de. _.J1 x4' TIODO ) f x4• WOOD ix REQ11NE0 `�.AREOUM I, , J *YM in if_LIEEESHAF#EffpAFL 1lfALL YOUNiW SCALE 3/8-1 WOMMORAR &W 6Llfi BALL YO MZII�iIiE SCME a Mi• WNEL u 1. NSTALIATION ARE ONLY VAUD FOR AS.D. DESIGN PRESSURE RATINGS (p.•.1) AND PANEL LDMEHS AS -+Mfy�';:.Tli,.j,/,, ytJl:'% EN• K/'°•T W. 44167 '. FLORIDA BRRLDWIM CODE Non Migh Voloafty JNWU Will zo" �4akD IRIlACI eRn/ew. we. u SLOE fiAE.VAt82LD STEEL STORM PEEL TO. r�r o7/D/3$e � w.. cT�+ PRQDIICT t1C. PER ELEVATION ON SHM i2. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD STATE y'••. BI D aII: ueD BdF. 6, 9Nm MEMBERS TO BE �XfiNERN PINE No 2. W/ SPECIFIC D,t•• �'LOR1D NN Fr:3M. •Wt A _!%J wo AH-m, now. palMs-1aM 9Ww. ti a1w+ 20-175 rNa A64M$-am IXiNSIl1' OF 0.35 OR EOLML Si � CA s00$19 r L AIW MN 0.4wA 1Rllf - /,L SOOT fe oro. q MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.-f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE, FOR REGULAR STORM PANEL() INSTALL!TIONS INTO CONCRETE k CONCRETE BLOCK STRUCTURES VALID ONLY FOR PANEL a) twALLATIONS AS PER SECTORS I THRU 6. ON SHEETS 4 k S) MAIL. A.S.O. PRESSURE RAINO WGI W ANN1HM SPWW FOR W LO PER SOMU BELOW APPUp16LE a krc YAGRNAe LENGTH H t ) MAX A.S.D. PgE URE ta• W IAGINN ARM= WAMO FOR WIN LIL PER SCHEDULE BELOW /PPUCIRE y t 1 C+LI WIDOW SMD-WT FEMALE 10 FILLS ZAMAC-PMA CALX-N TARCON SOtD-aEf lAWG-MN171 GIK-N 6 w to w m 10CI& or ,Rml 70 ,o AlO ,o w L>C ,ELM +75. 73 tr ,Y tr it 1r ,r ,r le lr Ir Ir TV I Y-0• OR LESS 1 >+7& -75 111 4116-„ u, 1r r tr IF 6 I ,r 6 I x i 6 1 Ir 4 1 , oft LESS i3• n• tr - u• ,r ,r 1r tr it ,r ,r to• , (eaTMA) tr T, r /r 1r ,r r tr r io• 71 j2• 1r s` 1 (66Ro1Q tr W it Ir Ir 1r Ir le 1r it le /r 2 OOP) 13' 51 Ir o I/2 it 6 1/r Ir 6 1/2. 1 1/2. 5 1/r 13• 4 1/2` (TOP) it it' 1r ,r it it Ir tr Ir ,r it TV 2 (SOTTO,) tr r 13• IF lr 9 ,/2• Ir 9 i/r 0 1 7 1/2• tY 6 1/r 2 gi ftwo ,r ,r ,r ,a• ,r ,3• ,r ,r ,r tr +r lr 3 lr r rr w 1 r 9 1 /2' it 6 1 /2' to i /: 7, /2' ,r r 3 {Loh tY i /2 1 6 If4' 6 tf4' 2 1/2 42 1J2 - - 6 1/4• -..0• 6 tf4 3 Ow1Ta) - - 2 //2 2 / a 1/4• 6 1/4• 2 ,/2 6 1/4• - - 6 1J4 6 1/4 3 (pRON) IY r r r r Y r 61fr r r 41/r4-669 r. r r 51/2 r 31/2• r 4' 41/r r 61fr.21/r ClGh r - r - r - r r r - r - 4 (9101101) 6• - a 1/2• -. r I - I r - s 1/r - r - 4 (W"OM) 13• ,1• I3' le it Ir 13, ,r lr tr it TO• (TOP) it a 1/r is" I ,3• it 9' 1 it r 1W 7 I/r !r r ) 1r 11' tr lr lr Ir Ir tr 13' ,r Ir 10• 3 (BOTTOM) lr 71 lr I Ir tr 9 11rj le 0 I/r O t 7 112" it r 5 por"M) 1r it' it 1r Is, it tr it 13• Ir it Iw 6 (OOP) 13' S• Is, Ila 'Ir it 6 I/rl Is, 6 ifr 7 1/2. 6 1/2" it 4 1/r 6 (MP) 6 , 4• 6 14' 6 1/4• 6 If4' - - - - 6 1/4" 6 1/4' 6 - - 6 , 4• 6 1/4• 6 1 4• 6 5 4' 6 Ile 6 , V - - 16 1/4' 5 1/4* 6 ODD„-) is. 7 1/2 it IF tr so- ,r IV 111 6• tr e 1 , W_r TO W__v it 61 IS• 10 t lr 6 'Ir ,r 6 , 7 1 9 , 13• 4 1 t w it 7 1/2• it le Ir 10 vr it 10 1/2 1 I1r S. it r 1 13' 6 1/2' lr it it r IS' 9• W 7 1/2' Ir 4 ) ,dl: ,r 7 ,/2• it 13' 13' IW tr ,a• it' r it 6 ,/2. 2 (►OP) 1r r Ir 0 t tr 6 1/2• it 6 l/r 7 1/r 5 1/2• lr 4 1/r 2 Is- 7 ifr 1r Ir 1r a 1/2 IF To t , 1/2 r tr r 2 (WMM) it r lr 13• ,r a I/r it a lfr 10 112 7 1/2• Ir 8 ifr Z) Ir 7 I/2• 13' Ir 13' 10 1/2 W 0 t/2 1 , r r Ir r 3 (MP) ,r 7• IS• Ir ,r 9 l/r ,r 9 t/r 0 ,/r 7 1/r it r 3W-r 12 1/2 2 1 6 1/4. 6 1/4• 2 , 6 T/4' - - 6 1/4' 6 l/4 3 (DUTTON) - - 12 , l2 1 6 1/4- 6 1/4' 2 1/2 6 1/4' - - 6 ,/4' 6 1/4' 3) 7 1/r 3 1/r W r 7 1/2• r 6' 4 ,fP r 3 1/r r r 4 OVA) r r r a 112• r 3 Ifr r 4 4 1/r 3' 6 i/2. 2 1/2. 41-1. 6' - r - r - 0• - r - 6• - MO,1OM) r - - 6 I/r - 6• - r - 6 lf2• - r - 1) 13• 7 Ifr ,3• ,r u• o ,/2 ,r 101 , 1 6• 1r r 5#51/2*t71 (TOP) ,r ,r 9• 1r r ,o• /2' ,r r 1r 7 1/2' 13' i3• 13' o, Ir 16 , I i/2 B" lr r s (BOTTOM) kle,r ,r 13• 1r 9 i 1r 9 tfr o t/2 7 1f2' 1r r 5)Ir 7 Ifr it Ir i3' o t is, to i I 1 R, ,r Y 6 (MM ,r 1r 6 t/z• lr 6 t/r 7 1/2• a t/t' 1r ♦ T/r 6 614. 614. 6,4"6Ile 614• 6114.6 9/(4974. 67f4' 6(P 61/, 61/46 SITE ow it MR AMfJIORS "M a IPWO6 MR P444LNOG WM om twm WAO106. • World ANCHOR WALMeS NO UNWAI mE OSWCA AM DUMM ON rE SC UL FOR CA µSS TWA OMMO O Ma Uf AM= NOW NACIN6 W WAMLTIMO $MONO 900 ON ICMM= 0 THE FOLLOWING lCMW FW "t LMMAV M TO K MMML REDUCED OMCIG O9aMm LU& MM STALL MW E LOW THAT U W9CM VMKMM FOR OLC1 AM= TAPE ON TNa SINFUL! /1 TIME 1/41. t/49 1J4•. a.= awl-W=ft OWt-* worin, ORGAN 3TWLre 0M.) 3 3 3 3 :. I/T It/3. MIITIOMow 8a 3 3 1Jr r 3 3 1/3• 3 1M111waWa.) LICOI 3 E Vr 3 t/r 1 y1t 3 I/r 4 AOABB, ■OE O■M= (EA) FACTOR - 3 1 tAe 1 1.09 tm ±m • SPACINGS ONLY VALD WNEPI SPACER K 11SfD. SEEj�E 1 FOR MAX. A$O DESM LOADS a: MAX PANEL WHEN SPACER fw9I 1/46 TAPCON �POURM 1/4-0 1, ANCHOR O r O.C. OR ANCHOR V,;IA4 CONCRETE BLACK "L• Ma, PANEL LENGTH ONELEWOION ONt SHEET 12) 3/4• V MAX PANEL LENGTH ON SHEET T12) k C�/46 TAPOOM 1-(_3/4Y TAPCON ANCHOR E r O.C. i ANCHOR • 9' O.C. CONCRETE OR CONCRETE on Lv=WcBLOCK REOUM, NDCK RFOLMM SECTION R-tA • REG All PAIMLS Is jj�m aDWE 1• Has 6R smum 1s a to TOR MCHM Ia $PCINO FOR IN16NUTW8 sm TPE w000 TRITE N160IN00. wmm ANCHOR $FLHAA AND MWAM EDIT DOEV" AN 1MiMGTm am To$ SCHITBAL FOR Ed LEY l m vow= ON 1CMIDLAE REDUCE AIpOR NPCM K Mµ76I.T7 G NMCILD DAWN ON ScRam 6t 7w FOLmm FACGR6. tOR "a opuiv eN To MC polow. EDUCED VACMc OCAND tmm FACTOR Sof"ODT K UM THAN NOIRM S►ACOG I0"U MR EACH ANCHOR AWE ON TANS SCHEDULE. A UM TINE 1NweN ItIa3JIL MM MAW W3 •Mw 'M 'OI.w4r A+J ewA11oM+AN 61.M41161A11A). 3 3 A■9L ABLE SITE■ OE•) at" t 11r 0211 S 1ro, saf r an if 7A9A.N7?1. A A". OEM LOAD t PANEL LIEMOTH 40 PSF OR LESS W-a. > 40 PSF TO 50 PSF 6'-2• > 50 PSF TO 60 PSF 5'-10• A MAX. PANEL LENGTHS ARE ONILY VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2" O.C. •Ili . �. MI,D,. = M. LIILs r2Ta,rTT INTO WOOD NFAOER - LACED 1 4'1 TAPCON STRUCTURES � �-' �'.00D NFACEit 7&OIIINFD 1 4•• TAPCGI 1 ti ) Ifr ,/4 �//TY� t/r ' •,f4• u wr I�l� •.. 1 A � 6 /sb1' -3,6. I /)4Y•eRl' WA L_ _- SORE a CLASS I�HRDH�aOeY•N A 'L' lam•- a. PANEL LENGTH PTIATEL LENGTHamitow ON SHEET 12) I 1 ON SHUT 12) f s N V •MVr•C j •ulera I 1 i 1 IRATE I j tti 4 tj 1 PUT4 RECLOW l 4 4 1 4'P PAIiIAATE PLUS �. R i 1 i ' i 1 PA0 PLLO. ± NICMOR ! 12 1/2 0.C. 12 t JM1310R i ,2 1/2' O.C. CH t I J L 1 } ( J lIiIILL II/INIINNA a: Tkt ft Or"Affl-NL .IILWMI_.� _`'DER 44 616`T FLORIDA 6UUDIRO CODE Man fth Valoafty thNrrkan• ZNte •sao "Neal W_ FOR MAX. STATE OF 24 GAGE GALVANIZED STEEL STOIRI PANEL H MM an 1. INSTALLATION ARE ONLY VAUD A.S.D. DESIGN PRESSURE RATINGS (P/.i) AND PANEL LENGTHS AS PER ELEVATION QN SHEET 12. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 4,e FtOR SIONALE� IL !CORRALCLOW PROTECTION PRODUCTS U. a OfO W a MEM■ERS TO BE SOUTHERN PNE No 2. W/ SPECIFiC / ANNHN / /w: M Ir:H•e,nt mom- (w)$6-la%oft DR4)M*6»7 20-175 DENSITY OF 035 OR EQUAL (A-~% a. r wr • o N• PE. HIN A /RAC L. PE a1mN U a o cn N j O U O C .� N C ca. (a O -0 �- � C .O- LL _ O CU > -w E O O ^ c O CU C:) -0 .c: vJ Q N \ � I- C%4 cM UN � ma f7 IJ N Y _ m w }+ c L ?: Q N O M y 3 Q`) V N C 3 > y + am a O c � y=3 U >> W W O U c cu 0 Q ■ � sr CID W w Q Z Z Q J SHEET NO. IS 1E4 I I I U14181 EZ1 W/1 B ANCHORS _ -- - - (SEE SECIIGN EZI R ALTERNETNE EZIW ON SW jR) -3 Ml4u r- Y�OtEE NOTE x) (NONE x) O OF' /te'• ALLRRNUII NVE'T O LAST PANELOt TO BE INSTALLED AT EACH OPENING SMALL ALWAYS BE PROVIDED W/ REAR HAND, E TO FACILITATE INSTALLATION IF INTENDED TO BE INSTALLED FROM INSIDE OF STRUCTURE. na_ NOTES tOr1L+t-. z (1). g wlnoN OF SEMES 2000-D0: E-2 HANG STORM PANES SYSTEM (RI D PANEL) (INTERIOR PANEL) (OMRM PANEL) (INTERIOR PANEL) R!D P �� wLx. CONSISTING Oi PAkEL C.M. TRACKS TOP O BOTTOM. SEE NOTES 2. 3, 4 I I I SEE NOTES 2. 3, a W-0' (2)• END PANELS SHALL A BE CONNECTED TO BOTTOM TRACK MAIL OTHERWISE A STOP BARR ((1) � $TULLL BE PROVIDED AT TOP Of SUCH PANEL LENGTH PANELS. ; O ./- 40.0 p.e.f. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION • _ _ _ _I_ { SMALL CONSIST OF 1/4•e-20X3/4" N.S. W/ 7/6'e%3/32" WING TIED PANELS w/ 1/N-26.+' NUT OR 1/4%R3/4' Min. THUMBSCREW INTO TAPPED BOTTOM SS BOLTS 0 EA OVERLAP TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO (SEE SECMS AS APPLICABLE) EXTERIOR FLAT FLANGES OF END PANEL. OF (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF JJ_L JJ_11JJ111JJ_L J-ILLJJ GCLJJ111JJ_LLJJII�LJJ_LLJJ • o e s • it _ ) PANELS To BOTTOM TRACK MAY occuR AT ANY PANEL LOCATK)N. T . , SEE NOTE 4 - - )' Maa. _ 1' Mn.! .�nl 7 SEE I. ,an. 1' INSTALLATIONS ONLY VALID FOR WINC I ( ��NNOOTTEE 3 W/L1 V� ANRHIrV NOTE 3 SPEED UP TO 170 m-p-n. __ (SEE SECTION Q1 Et ALTERNAirvE EZIw OV SHEET iB) - Ez,r,B, EZ1 W/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL �1"; SYSTEM (t) SCALES 3,/32"=I" A 2 687-(MNL 0~1/4• LIaK. GAP ., eNOIE VALLPl3 1/4• MAx. C/IP J)_. SECTION A -A SCALE: 3/32"=I'�TIL(jT✓q4a 9 '• c`�y�P.•''•F41 FLORIDA BUILDING CODE Non High VelocityHurricane Zone) = - ox10 •XnJb. Ac 24 GAGE GALVANIZED STEEL STORM PANEL I L E C O I N cGLOBAL PROTECTION PRODUCTS, LLC.`1z TILLI f t ` INGINCLRWO CONPANYN,� ur�I. nP.N'NtE 11 (93tBe->9•!FN (9N/6nY-619T�10,175 ""E u-OOOeHi FLORIDAae i a ,e IV ENGINEERING EN13INEERING EXPRESS PRODUCT EVALUATION REPORT September 15, 2020 Application Number'. 17559.1 - R2 EX Project Number. 20.31543 Product Manufacturer All American Shutters and Glass Manufacturer Address: 1540 Donna Road West Palm Beach, FL 33409 Product Name 6 Description 24ge Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report Is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Fbnda Building Commission) Rule Chapter 61G20-3 005. F.A.C.. for statewide acceptance per Method 1(d) The product noted above has been tested andlof evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required by the Code Re-evaluation of this product shall be required following pertinem Florida Building Code modifications or revisions. Substantiating Data: PRODUCT EVALUATION DOCUMENTS EX drawing M20-31543 dBed'24ga Galvanized Steel Storm Panels (HVHZ d Non-HNHIZ)'. sheets 1-5, n z signed 8 sealed Frank Bennardo. P E. is an integral part of this prepared by Erglnea rig E press, ig by eg Evaluation Report. . TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per lest report(s) NBT-ASG-17-001 by Blackwater Testing. Inc. Large missile impact resistance and cyclic baling performance has been tested in accordance with TAS 201 and TAS 203 test standards per test report(s) EIBT-ASG-17.001 by Blackwater Testing. Inc. STRUCTURAL ENGINEERING CALCULATIONS Structural engineering Calculations have been prepared which evaluate the product based on comparative and/or rational analysis to quality the following design criteria. 1 Maximum Allowable Spans 2. Minimum Allowable Spares 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 12-" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM@ ENGINEERINGE KPRESS.CoM E NGINE B R I N G E% PR E Is 5. CON !<CLTNer rtJY'AF M(r - Won<eiol_.Lu rasfo w�Yn- ..A. NNE; is f'•DI fx.EJ wLa.: 1 .9lB•IW c .lyJ, T 1 n� J 21 CLh3 (8.2•TI�R Y Li z i Waia �' i•r... TK J ZS rt YJ u.Ar' Ir• _ 1'T�Y1 M-C WI ryn LM:.t x,n 1 M Ml pNATEwAD HDUNTRP; EI(TRUSpXion x ------------- x.. A'E en:• •� I (L,Y.Si ,ol Sir.•'•£ fF>,, rOr PER :i.t X, F Liii hU t. .ti _ ]:DG Ior•,vn cr. .r, , r.:r.., I w•.Rn_ sir 4.r. rn v rn. •Axrr. /1 WALL MwM BE[TIdJ ti YP::. .JJT..OA41 ]J-rr :T 41PieOLP! ENGINEERING Page 2 oP- .AII American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in allowable stress has been used in the design of this product. Separation from glazing Is not required for installations outside of wind zone 4 and essential facilities. Impact Resistance: Large Impact Resistance has been demonstrated as evidenced In previously listed test report(s), and is accounted for in the engineering design of this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schedule(s) on the respective Product Evaluation Document (veengineering drawing). Installation This product shall be Installed in strict compliance with its respective Product Evaluation Document (I e. engineenng drawing), along with all components noted therein Product components shall be of the maternal specified in that product's respective Product Evaluation Document (i.e. engineering drawing) Limitations R Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document (i.e. engineering drawing) as noted herein. I n t structures shall designed to resit all superimposed loads and shall be of a material AI supporting host st auras she be s sups po III in this product's respective anchor schedule. Host structure conditions which are not accounted for I shalldesigned f r n a site -specific basis a re registered in this product's respective anchor schedule s a beD oby (P professional engineer. n i r permanently Installed shall be protected against corrosion contamination and All components which are pe a ly W g other such damage at all tines. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ) Respectfulls . Frank Bernardo, PE ENGINEERING EXPRESS10 OPE0046549ICext. Auth.9885 .xrPN.l^K :•t ' f �. &Lill"YI '•_ 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 3S4-0660 1(866) 396.9999 TEANDENGINEERINGE%PRESS.COM ENGINE E RINGEX►KISS. COM N'+fk• i 4 vANn -�.� nit U.]'ms,• N OMFl a. F= ( N u.. - wf i'i ''AA-•I'i z T; IL 3 � Q s '8 m w W W O d Aii I •-"s""•""••.•`/LI COLDM:fM100R ROOM 9CCTLpJ a':ll�u1 U t•.. W 9 LL �1 r2� � ❑ 3� �F . re pMavl Ilv Y n r:t.NnNn •.. dN'cHE<: Ycr - unslf - x I!] p, 8 ..^F:._VJ`IU J. L.Ui MVJ'.I: TALE M3IJL:As g � Y;1 mvrnT(w Nr:: y e rPL MAr vnNr LU KJIrlo it oD':r.:a» �sre.e-i n: I-.=�.r r.a•Jr Q Y M.-1 A'•IF aTl',rgr0s3Etl U4-T �: �*r I•N, n IPt,.IiIJiH :J:IYL,'llli_: 3JES-T--.'E gyp@ E:.ILTINU � � a ¢ N}I CL'•B3LIEWIM.- .HL,::_­ Emil r-- INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES -- pIiSTING v I Oro CONCRETE OR �1•e CONCRETE BLOCK ANCHOR! 0 IY O.C. REWIRED. 1/4-0 TAPCON_..• ;/ 1' -: -%_ O nF.N O K 14z1• TEK SCREW OE% OC. IIECURM EX F /I / ROM EDGE OF �• ` i E'OCE OF ,A1) : / r� j f 'r,� � I i \ L ` 2- Ii 1 % _ 1 1/2- t/2 1 1L1,12 1 i I/4•a-m.l• It/2'PerEXISTwG N TO GLASS. L 5/i6e EX6n PIRAAai' ETO ALUMINUU POP 6U155eals LIA11//4+ruln•��,...A�wIX. N'�I _. POE�w vAVEtENGrM • LDWH , E At w11�0A1I- IF 10TO DEAR. I I ypN E CLASS, i tNL1MB5CREw OF 'L, i / e j iS14*0 litter OF l M i 1 L'NBSCR[W f �) 1-/a•• TAPCON ANCHOR {4} It 12' O.C. 1/it-0 TAPCON-E%j57ayG PoURED i _ 2•K{' W000 ANCHOR O 12' O.C. CONCRETE CR PLATf 1 f CONCRETE BLOCK REOUIREO REWIRED. WALL WALL MOUNTING MOUNTING SECTION EZ1 ALTERN_ATWE EZ1W SCALE 3/8=1" SCALE 3/8=1" ���•' '•\ f - % FLORIDA BUILDING CODE (Non High Velocity Hu Zone) rcIcons 71N PANELLENGTH sT! GAGE GALVANIZED STEEL STORY PANEL1. INSTAL ATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN BE 2'-6' s *: * PRESSURE RATING 4/- 40.0 p.a.f. AND 6'-0' MAX'-�s-- / m/n/min fST7ATE",0k, IL ECO GLOBAL PROTECTION PRODUCTS, LLC.PANEL LENGTH. INc 2. FOR NEW WOOD FRAME CONSTRUCTION: WOODMEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFICsi c`.-..20-175DENSITY OF 0.55 OR EQUAL. NrJ ONAL ..1 °0-1G 5 000ePlP� • I/IINNL K/Sai41rVM;/pAn wN T[R . ^Lt!T J.. P [ - aaon Ix a•I97 flEn la w le PUNK BEIfNMO PE J PEDONG ,9 G+ EeBi MAXIMUM ALLOWABLE DESIGN PRESSURES: AS NOTED IN DESIGN ALL AMERICAN SHUTTERS AND GLASS \24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ DESIGN NOTES: SCHEDULES a e WIDTH UNLIMITED (PETER, TO PANEL SPAN) POSITIVE AND NE(IIGN PRESSURES CALCU LATED FOR USE WITH THIS SYSTEM SMALL BE DETERMINED PER SEPARATE ENGINEERING INACCORDANCE WITH THE p _ j 70P MCN1M (CONK TYPE MOUNT D TYP' SECTIONS DOLT SNWZTH WASMERECD WINGNUTS FASTENED 0 GOVERNING CODE, PRESSURE RErRFMENTS AS DETERMINED IN ACCORDANCE WITH AS 7 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN OR E�Q9UAL TO THE POSITIVE OR NEGATIVE DESIGN AS�SEMCAPACITAS lBLY ry ALUMS LISTED HEREIN FOR ANYUPE M BggII > _ e�L mS R i OVERLAPS, M9 "n`nPA" (" APPROPRIATE SPAN TABLE) . D RIIN VIEW O GENERAL Np-TES: 1. THL5 SPECIFICATION HAS BEEN DESIGNED AND SMALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SEVENTH EDRiDN (ZOSD) FOR USE INSIDE -OUTSIDE OF THE HVHZ. PER 7A5 201, IO2IWD 203 TE57 PROTOCOLS. CONTRACTOR SHALL INVESTIGATE AMD CONFORM TOALL LOCAL BUILDING CODE AMENDMENTS WHICH KAY In ': It It k' 't ❑ Ind O (n ,F u 4 - E R0.156• n APPLY. DESIGN CRLTERG BEYOND AS STATED HEREIN MAY REQUIRE ADDITIONAL SITE -SPEC 6iC SEALED ENGINEERING. 2. NO 33-I/3'4INCREASE IN ALLOWABLE STRESS NAS BEEN USED IN THE DESIGN OF TN 15 SYSTEM. \ / / 1 BOTTOM MIXJM ( i (CDFIN TYPE AS \ ( REQ'D) \ RO.391" Q,J7S' MAY BE AT � & BOTTOM ` 1 TYPICAL VERTICAL MOUNT ELEVATION 1 N.T.S. ELEVATION T OP MGUNT (CONK TYP L nnx AS REV.) (SPAN ABOVE TRICTION) �� j n (CORN 'D ar AS REQ'p) ®3 3. THE ARCHITECT/E NGINEER OF RECORD FOR THE PROJECT SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SHALL M RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SU RFACES TO THIS DESIGN WHICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR, C SLPPRATE'SITE• S PEC IFIC' 5 EMED ENGINEERING SHALL BE RE�ppUIPED IN ORDER TO DEVIATE FROM LOAD SS,, DEFLECTIONS, OR SPANS GOM7A1}JED HEREIN. CONTACTTHIS ENGINE ER FOR ALTERNATE SPAN CALCULATIONS AS MAY Be R[QUIRE D. 5. THE S TEM DETAILED Marine IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC 52TL FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEEROR REGISTERED ARCHRE[T SHALL PREPARE SITE IRKING DOCUMENTS FOR USE IN CONJUNCTION L'JITH THIS DOCUMENT 6,DE51GN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BYA1.5SAFEFYFACTOR. 7. ALL FASTENERS TO BE YCLO 0P GREATER SAE GRADE S UNLESS NOTED OTHERWISE. FASTENERS SHALL BE CADMIUM -PLATED OR OTHERWISE CORROSION -RESISTANT MATERIAL AND SHALL COMPLY WITH SPECIFICATIONS POP ALUM114UM STRUCTURES' SECTION 3.3 BY THE ALUMINUM ASSOCIATION. INC., 6 ANY APPLICABLE FEDERA.I" STATE, AND(OR LOCAL CODES. 9. ALLSTORM PANELESMALL BE 24GA STEEL L.0.024'. 9. STORM PA HLLS SHALL COIN FORM TO ASn1 PJI3] STRUCTURAL UNITY O Ia. G60GMINUM EXTRUSIONS D NHA A MINIMUM ALUMIN KSI UN A NO1`Eo OTHERWISE.SHALL BE 6o6}T6 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. O FIELD 1 O TOP B BDICTA DETAILS SHOYIN MAV BE INTERC VERTICALLY DI710N5 DICTATE PANELS NAV BE MOUNTED VERTICALLY OR NO HOR120NTALLY AS APPLICABLE. IZ O CONCRETE ANCHORS NLY.IN ETALLALL CONCRETE NON-CRCTU RE CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER NON-CRACKEDETE ANCHORS r13 THE CONTRACTOR RECOMMENDATIONS. RESPONSIBLE 13, THE CONTRACTORLS RESPONSIBLE O INSULATE E PROTECT ALL MEMBERS FROM TO PRETEST LD Q Q C to p A 0:: S 2 N W O a L Z C � G1 L U W Q J .. 'P$ w F VI ❑ Y E p -OBSTRUCTION E O (LOCATION MAY VARY) 2 (cONN TYpE AB REQ'D) Lmax BOTTOM MOUNT (CONK TYPE AS REQ'D) (SPAN BELOW OBSTRUCTION) PANELS MAY BE NOTCHED AS REQUIRED, OPTIONAL W-20 STITCH PROM LIED THAT CONNECTIONS AND BOLTS WITH WASHERED ANCHORS ARE USED A ICH SATISFY 1VINGNUTS FASTENED B SPANS ABOVE B BELOW OBSTRUCTION, OVERLAPS O MIDSPAN (USE APPROPRIATE SPAN TABLE) 14. STRUCTURAL DESIGN AS D HERHATBETO DE SEALDISSAFFIXED 14. ENGINEERSEALAFFIXEDHERE TO VALIDATES CONTRACTOR- ONLY USE OF THIS SPECIFICATION IN CONT ST RL SHOWN LRACTOR, INDEMNIFIES R SAVES MA RMLL55 TE FEES, ERESUI, FOR ALL COST B DAMAGESINCLUDING FABRICATION, ALFEE ERECTI LLATE ON6RUCTIO NG F C710ES ERIAL FABRICATION, SYSTEM ERECTION, 8 CONSTRUCTEON CODES CES BEYOND THAT W 7 0 CALL T FOR BY LOCAL, STATE, A F[D[RM Cp0[5 6 FROM DEVIATIONS OF THIS PLAIN. 13. EXCIP AS EXPRESSLY PROVIDED HEREN, NO ADOmONAL CERTIONS OR A MnONS. O ARE INTENDED. FICATIATI AN ALTERATIONS. ADDITIONS; OR OTNM MARKINGS TO TMS DOCUM9rT AN NOi PERMITTED AHO INVALIDATE THtS CERTSICATION. 17. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF (1) LABEL PER EVERY 3.D FEET. CONTAINING THE FOLLOWING INFORMATION: ALLAMERICAN SHUTTERS AND GLASS WEST PALM BEACH, FL TAS 201, TA5 202 ETAS 203 ` FLOR[DA PRODUCT APPROVAL NUMBER i i B d p N HIMa ■ q E E1 Q u;I� C B Byp R � Alf t G 3 E e� E Stl e 01TtMefr FRNM ODWOO tE 20-31543 ijlo - VISIT ECALC.10131E43 $rM VERTICAL MOUNT ELEVATION '.'•.I+"1• a �T C_ul 2 NOTCHED PANELS ELEVATION .".R: N.a=(. YI "_ •.,I::;A - f� McRBYBINEatWGE%P Pl30e fAMerOPE � Jv.T%T'Df"'>_^'A"s_"aptTTa RrPgnCea ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINIMUM STORM PANES $EPAr1ATbN FROM GLASS IMwri, WNED ZONE A O ESSEN7TAL FAGLmES 1 DES GN ALLOWABLES INSTALLATIONS lE S INSTALLATIONS GREATER PRESSURE . I SPAN (l ) THAN 30 ABOVE GRADE THAN 30' ABOVE GMDE �) /35 I 3001 6061 /.JS 3 3001 6061. 316M / 40 1300M 6C6 in -l( 2361 /45 N50 1001, 66M 1 216 in 116M _ ./SS 3066M 60/1n 13SIn ./-GO e3.2 in 6.09 in -- 2S3 M 4/1 59l h 6.11 2.72 in •/-7D 36A M 6.37 N - 2.90 in ./-72 27DM 6.131n-----1.96 in AI LOAD ;PANEL FASTENER SPACING TO 'ERMINE MAXIMUM ALLOWABLE STORM PANEL IN. SCHEDULE IS ACCEPTABLE FOR USE WITH i1TIVE LOADS LESS THAN 00. EQUAL TO i E DESIGN LOAD S, -PANEL FASTENERS* ARE STUDS USED IN N UNCTION WITH ALL MOUNTING EXTRUSIONS '-TRACK. STUDDED ANGLE, ETC.). USE 6.25 :. PANEL FASTENER SPACING TABLE VALUES FO . "H"^ AND'LF-HEADERS (INCLUDING BUILD OL NDR10N5). GLASS SEPARATION NOTES: 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN I MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT 8 SS i •ell „p d ill 6 4 A E L d d� 5_ m � j a 6 5 y �� L� � 3 a _ a '! u N" H ..car 0- o• o^ 2r 2 4• is it 2 r 0• x r rr xe° Bwdow • iL.r 0' IF 0" rr 2r 25' 2 r 2! P 24" rr 26' H = It56'U-Haader 0' 0' ff I rr 24' 25' IT it IF 24-27 20' 7 2.56 SIW 2Y rr rr If" 30' 31- W30' 23' >P 1 11' 33' 0 Buddout'F Tract Ir 2r i4' 30' 4B' 50' 2P 4T ' S3' 'F' T,.a 2!r 23' 25' 31" 50' 57 3W SP 1' SS"SJud ell MowY 27 27Y1' 71' 2!T 3ff ti' 1' 71'DOfw MouK 2r zr zr 30" {e' w" zit• 4e'0' 023� s3- H 'U' a•GT 0' O' O' 3T 2 r 2S 27 2 t' 2B' Tr ack 2 0' 2 4, 2 4" 30' 4B' S0' 2a' 4 6SWd 0' S3" M &Mo1NN,23"m- rr rr It'3r ,1" 3P l" 33'C r•cN2e' 29" ZS 33' S3• 53' 531'5" 45-3' Sb' A, EY ONS Al rov Oa �r*oM�InuMrtL LeNGTfrs IfS5 NTM4N Tnpy NpTfy Ind r LIMOVE A0.eNMl4 ACCPTAKE S Nit SePAPAt1aN FROM GLASx ix AfDU1PfO WHPN PANEL LENGTH 15 GPfA1fP MPN THAT NOTlO FOP AES. NCNnF4sow ISlot PLO— AeQuIPD FOR ALL . wnoouT MDLwro IN TAeaE ABOVE. wrEne sloe aosimfs APe no. U6fD AIuE wI les T MOUNTING caroinDNS, 9lpUTAED 5®SOLTSt FROM (GLAss • LL ee PM DEYAiL T TAne APRiFS m eo,H x2a+LwrTM oR Mnrllo,Jr smcH ea151 AN. z•eA PANELS, a eOTN wall PAwL cASffEERS a 1I.5' OR 6.15' O.C. 5. PAM15 MAT SPAN E" MINIMVM USING ONE ll l Oi TIE Ofn ONK TOP 00. wTTON CLOSURES PTA OPLWNG (PEA DRYI'k'l. iJ51NG ANF MOUNTING CINNpmd( SI,awN IN TNESF DRAWiNIGx- L OPTIONAL INTERIOR FASTENING DETAIL N.T.S. T PAHEI INSTALLED ! POM INTERIOR X 10. I-S 3. 510E. N'm. ,' MA❑EN! suite", E, WAS.FMD iNGNUT • I1N' O.C. (CoNNEI w_ MOUM FPNTRU% TO ADJACENT ANEL) 90TTOM MOUM ICDMLTTx AS RNQ'OI CONN Tine AS REDO 1. ANICHO0.5 AT E %(STING CDN[R D SPACINGONG OF HNf TIE DO, SA IIaIOW DOW, GIVTN IN 4NCMW _ wood MIA,nNG sfNe TAue, t+ eACH a([L ADJACINT TO eePExs PANea) M OPTIONAL EGRESS PANEL DETAIL INTERIOR FASTENING Ia��a¢" P a�sfi�it� E9�W4 �'pyfi IQ11 fig I �T (� 5 _al 1 20-31543 1 I rani D[nnnww rC Eon •see; r-2.99D' 2.250• L 0D94' �I-0060•'- }X -- OA94• N 0.750' 1�1 ' i rd 62v �. �.094" .-1. n o N Q O.L25" 16GA $$ BS o $ 0.094 g .094" 1 - .120" a" TYP TYP T (U ITN i 1 -0.3 0.094' .062• 1 G M u 1.930' 1.930" Q, 2 I 062' L�-.j.-0.062 375•J ,06?° �� Tp, 125° 2.000'� LLN� 2.000' G62" 2� -I 2.000" (- �I 2,D00" I«. TYP. w' ! 2A20" (1 $,121" 1.1�„ PY M' LEADER �'iJ' HEAp[rE t1 MU-DUT '1f HEADER Oaµ c,,l-PNJ CLOSURE �SRD /HOLE <� Q� 1.51 L561T"I II I 3. 380' MAX.y(--(31a. 0.3135"2 7 yg,-7 pn ee 2$-' BI z f� 560' ll510 0. 365"r 0 179, 4-J � 655" 0 19 "' 00�655" 0 190°, 0. 01 V•b5S 0.3"" c W 1x.500"PANELCOVERAGE'll L "•�31 �{ '-T•-{ C D.250' i 14.075' PANEL LENGTH--�f, ' > 717 �0 r�5• 0.5 4150' u M L�PANEL - 11L�''' 1 ' I IIIPP m DmKTION _ o• �, w u N - NAr eE o i l__o.o9D" TT�� D. RfvFRwU o.215' 3L5 O. 71D' RD.1;g• .305' � TYP. TYP. J"I 2. 0.700' �RILD-d17 7 TRAar _ .....�JYP' ....... 0.090'�"c' emu% 0.957' (}�-�mM N D 1NNOMIT 7 B Y� KEYHOLE: WASHER V,= D. NH. aH'. N4]T1 Z NC TY,rIYM rfe Q '^ LK d y rJP. rNa'. 1 _ REYERBED ItnTea: r-�:s Typ W ANGLE -TRACK IEXTENRD7 OVERLAP II <1.:M1irW i H rD2lll 1!} avERLAv u:;TrnC[ �A 2 . 5° MAX. riJ a 1 ff 4'MAX. CORNER OIOSURE pETA1L i A 0.11'D"J - :mX,ifre - .25' MAX, MAx. -t,`o = _ �¢ ee.<_ ._-M,IXAAX•1'T' A,l'.l n;Y1.TF V iJ a•nlaX..v. BUILD -Orr w y N,tM LL" , �`!jyC/}'•�q� DISTANCE •+T"AJ • •A,4 Y. T1f M tit wJVI NnNNI (J Taal PnrIAH }T D RLC r_r lLODC' J _T.I:T't: [+Y'w;lGC!+ •ty tt K'•. •' '.'x MJ: Lf':.N USO, __'ti Ica EMBED _ _ GIRL+:KnJ /11T AO 12'U.;:IU:.Rx 1.D00' 1>2Y r..NonoP a� -' CPIERLAP xwJllu•elAi 3.62D"•�� MAX. /\wJlli"( II PaiMI (:I(Lq q.1 i Y^�C2 t•i= �.25' MAX. VEi N.T.E. J .. 1.500' C C It •.Y.Ir'."r ✓'M'N.T1 )•' - MIN. d011 . u•1:: ai 111' KAX. MIN. a •ut 1 1 • ew: Ir JSJ4 I 1 Loaf u. a<,rn w.�.-E A. A,. -v fi aT•nn r:.','".T.-'f - a. OORR ClQ IAED l -EMBED A:CEF^teLe.M.•:H%: ;�� �n'!w•T,:.",T-r.rJAY, R X��I 'nWfAJf!": •re il,Tr• W-�z�� s"ii.� �1 NMPBMWMT CL06URE DETAa n-RTL r."f..v � gi � ®� =LIB. ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS; PANEL FASTENERS O 12.5" D.0 190B®®��®®E131�® ®B B39®EtE���OEM Imp - ®t.LJPIll3•IN�®�' ®®® '�' ®. FfFiB•�• 'JYB3la®�®®®D�B?� ®B BZ7IMMMM®®DAM , „ i W , i r / U Im ie� ®B3�®®B�B�®Q• .48 1., 12 ANCHOR TES: C O 1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. 2. ENTER ANCJCA SCHEDULE 9A5EDON PAWL FASTENER SPACING, THE EXISTING STRULTl/RE MATERIAL, 6 ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE). 3. "DANEL FASTENERS" ARE STUDS USED IN CONJUNCTION VN]TH ALL MOUNTING EY7RUStONS ("P'-TRACK, STUDDED ANGLE, ETC.). USE 6.25"O.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL 'H` AND 'U"-HEADERS (INCLUDING BUILDOUT CONDITIONS). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RKDMMENOATIONS. 5. HOLLOW BLOCK HOST STRUCTURE 5HALL CONFORM TD ASTM C90 BLOCK. 6. MINIMUM EMBEDMENT SHALL at AS NOTED IN ANCHOR SCHEDULE, 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. WALL FINISHES SHALL BE LIMITED TO 1/4" MAX OR SHALL BE VERIFIED BY OTHERS TO AMQUATELY TRANSFER LOADS TO HOIST STRUCTURE. B. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY. 9. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFYTHAT F INTOADEQUATE W FRAMING MEMBERS NOT PLYWOOD. FASTENING HA 5ACCE T BLE1 AORS WOOD G TO PLYWOOD IS ACCEPTABLE ONLY f-0R SIDE CLOSURE PIECES. 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" X 4" (MIN.) WOOD STUD (;',' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE'SOUTHERN PINE'G-Os5 OR GREATER DENSITY, LAG SCREW SHALL HAVE PHI LUPS PAN HEAD OR HEY HEAD, 11. REMOVABLE ANCHORS ARE: DEWALT PANELMATE, ALL -POINTS SOISD-SET B BRASS BUSHING. 12. MACHINE SCREV5 SHALL HAVE 112- MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEM, TRUSS HEAD, OR WAFER HEAD (SIDEWALK 5CLT) U.N O 13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 14. = DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, l5. * DIRER MOIM7NG CONDITIONS. 16, LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LI5TEII ON THIS SHEET. 1 20-31543 1 -'z� 0-31.543 1 Q) U) M >' N U _ N (3) O C:L O C .� U a- U C co Cn O C 0 Q "O C 0 O M LL O .( -0 E L /`•V� O S..i LCU W 14 Z Z W J ,-_.I C -.1 -� t-O - 'LU cM N N c-m X a Q M 6 M Lj N^` 4' W W C N ♦t.+ C Q 3 Q o m y V U -0 C Q) 0 _2 3 � ,� W N CQ-.Q a N C C O 0 � C U I� W Cn -6-/ n�' Re V O CDL O U f- raw■ V I LLI = Q Z Z Q J CL SHEET NO. SH 1.5.