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Home My WebLink About6946-6952 Ripple Pond Lpdrrl,.u.11: . A "I ►L_. " . -- �. Y l I LL-- - - - - - - Li ., ..�, � i. 1 .. v�,_s. �:._.. .4 e Y. ' � ,4 ..i,�. _,. .��... i ,�_ - ...� .d 1 � LLJ.� ❑IL. �i i l , I L' I I. KtL�IU� Y 3 (/7 d; Q M 0 0 0 CD 0 in O 41 Vi C' M 0 I 0 co 0 i co 0 N Q 0 3 Q N N 21 E r° iu 0 `v c J r.L f2 U v c _> c> y of Cl- 0 v x tZ N N 0 0 a N O a� 0 Q m 3 c En ABBREVIATIONS AB orAB. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF B'Ifold 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 BILK. 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 IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or 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 KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar 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 DVP 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 W/ 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. Fir. 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 (1787) (1666) (1666) 4 — UNIT TOWNHOMES Im EE PJ P4 AAL 1;Z9M 1666-1787 TOWN H 0 M ES (1787) INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET 2 FOUNDATION PLAN 3 1ST FLOOR DOWEL LAYOUT PLAN 4 2ND FLOOR DOWEL LAYOUT PLAN 5 1ST FLOOR PLAN 6 2ND FLOOR PLAN 1 ST FLOOR LAYOUT PLAN 7 8 2ND FLOOR LAYOUT PLAN 9 BUILDING ELEVATIONS SIDE ELEVATIONS 9.1 10 INTERIOR ELEVATIONS 11 ROOF PLAN ROOF PLAN LOW ROOF & FRAMING PLAN 11.1 12 12.1 LOW ROOF & FRAMING PLAN 13 ROOF FRAMING PLAN - -. _. - -- — - -- _ . -- -- — ROOF FRAMING PLAN 1ST FLOOR ELECTRICAL PLAN 13.1 14 15 -- 2ND FLOOR ELECTRICAL PLAN ELECTRICAL SERVICE PLAN 15.1 16 AREA SEPARATION DETAILS 1ST FLOOR LINTEL PLAN L1 L2 2ND FLOOR LINTEL PLAN D1 FRAMING DETAILS D2 WALL SECTIONS/ DETAILS SN SN1 STRUCTURAL NOTES SCHEDULES/ DETAILS S3M WALL SECTIONS/ DETAILS WALL SECTIONS/ DETAILS WALL SECTIONS/ DETAILS WALL SECTIONS/ DETAILS WALL SECTIONS/ DETAILS S4M S5 S6 ST 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 FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. NOV 0 3 2022 -o NCO O w r� .n rl -; C C ro .0 w cs .� czz U) 0 C'. C: LU fill dFtO WN SE U �o J<,� GFLU ? � 1. 4' P 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. E ppo m8. C'N 0)0 .3 0 U)�_ tZ� I» M � 2S2S Mk LL Q C J U. a 5 �LLLL 'SS Z 4 f0 0 °� a o 3 m w Lono Zo � M Z J I- ILW N OU Z W pp U L z N M za i J a 77 - IV z " g Or.,.a V) c U ® L.I.J J � 8 , = L 0 Q N 0 s�o o W LL E s� aR Q QQ? _ Wa SO Z fN o E X° as °Z w T 4�2 L ag < $ 2 ZCO_ ry ° z0M W 3 �' EW _t O >x CID¢¢ Z< ar U'S c o� La ch rn m 0W CL ( T L � o^�O T Q :3 C:) d CC> U�/)s o CC V m Q LO � o 0 c 04 M T LO E r z M 3 N E " c a _J Q o JOB NO: 22-08381-08378 SCALE : AS NOTED SHEET NO. 1 0+ 3 0 V) 0 a M O I 0 J O a I I 0 C CN 0 t2 0 LO CD 0 I in CD 0 0 c '3 Q N N 0 a N O 2 c c J a i Lam. 0 U 0 U i d 0 i a a Lam. a 0 a CV N 0 v 0 a m 0 NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING 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'-0" 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" 1'4' 6 #5 E.W. BOT. 42500 F6.0 6'-0" x 6'-0" 1'4' 7 #5 E.W. BOT. 61500 FOUNDATION DEPTH NOTE: • 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 L________; 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 1 BASE PLATE M 0 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN #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 ff'M24 BOLLARD DETAIL SCALE: 3/4" = V-0" (;p 1'-8" ')ry r%" on�_n'. �n'_n'. 6'-8" 13'-4" 3,-8" 15-4" '-0" '-0" 15'-4" 3'_8" 13,-4" 6'-8" 01 VERIFY LOCATIONby OF A/C PAD PER 55 SITE COMP. COMP. MtfIRI(!AL VERIFY LOCATION F3.0 VERIFY LOCATION--N,COMP. VERIFY LOCATION OF A/C PAD PER COMP. SITE 55 D1 F2.5 D1 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 I I II 55 1111 I o II 55 II I L I I D1 I I 9 II 11 I I D1 I II II L I S3M 11 II I M M II it I II S3M I I A ® I S3M _011 i 1111 I� it jl 1 ,Q4 S3M S3M ,�4 V 11 II o1_D" II III I II A I S3M I ® I I O I W I I 1 1 Tzz �/ I �/ III IL J w w9 I tJn I j l 11 V 1 1 III can I I �-4 —I 1 — I II II I I I I -— 1 I PROVIDE 1 PROVIDE 1 RECESS FOR SGD. RECESS FOR SGD. I REFER TO MASON'S REFER TO MASON'S III I I I I 4�— — I — —6d—I- t `�' N ® ®® I N � J N i 1 I I I i I 11 - SCOPE FOR WIDTH SCOPE FOR WIDTH 1 1 I I p I I I b 11 I I N I ®® 110 A I PROVIDE 1 1/2" A N `V I ( I 4" PVC 1 1 1 1 4" PVC I IN PROVIDE 1 1/2" I A K// RECESS FOR SGD. REFER TO MASON'S I I I I CHASE 1 PW01 II 11 I 1 1 1 I CHASE I II I RECESS FOR SGD. S3M REFER TO MASON'S SCOPE FOR WIDTH 0, i I D1 SINkI 1 � {I1 /OINK I 1 SCOPE FOR WIDTH I I I I p � I �p I 0 0•a V -0" I I� p � I I I 55 D1 I I I ----------- 1 I I-------------�T I — --&� — — — —— — PW01 C ------- — III TF------- I 1 55 _ — —= -- — I I 1 1 II I D1 I I I PW01 I I II II II it 11 II II Di II II II II 1 5'-10" 1 1 14'-2" 14'-2" 1 1 5'-10" 11 1 I 16'-14' 16'-14" I 16'-0211 II 10 3'-104" 1 I T-104" II 16'-02" ____=___=__ II II — 11 11 Er =_=� =o = 1= 1 I11 I I II 1 r —� I',1 o : T SIN I I IT I I I III INK _ 5' 4" I 8'-72'1 . N I 1 6'-02" I I GG II 11 I I i„ GG I I 6 -02 I r N 8172,1 I 5'4' 00 S3M II I I II S3M X. 11 — --�— — — — — — — II _ _ ' - I I I I N j — — -1" 7'-10" I 1 1 10'-1" 10'-1" I 1 N 7'-10" 2'-1Ik 1 I 1 I III _ to PROVIDE 1 5/8"x9" RECESS FOR DOO Lza /- I I I I I GG �/ T I I I j i GG I I I PROVIDE 1 5/8"x9 RECESS FOR DOOR! V V J S3M I I Illl I I S3M _ �'-0" r SLOPE S3M ( I I I W/C I I 0-0 II I I I F 1111 11 `t I 1 I I ( I W/C I 0'-01. ( I I I 0'_Oa I S3M SLOPE 1 ELEV APPROX.1 112"BELOW F.F. �- r l )- ELEV. APPROX.1-1/2"BELO F.F. ELEV CAN BE NO MORE THAN -1 PIED I I I I I I PED -] ELEV. CAN BE NO MORE HAN I 1.1/2" ELOWTOP OF EGRESS F3.0 K I K PROVIDE 1 5/8"x9" PROVIDE 1 5/8"x9" I I S K 1.1/2" BELOW TOP OF E RESS DOOpTHRESHOLD. FIELD - I I I I RECESS FOR DOOR. RECESS FOR DOOR. I I I I DOOR THRESHOLD.�IELD 21411 VERI L_ ---- N I S3M — — -- ` — N III 11 1 N I -- -- 1 1 S3M N RIFY 21�11 J ---- I �4„ 4' — — --ems— — I �4„ 1 I io K N N 1 7'_6" 7, 61, N K I 5510 D1 S3M 7'-2' S3M 9-11 „ 4" : I 2,_64„ 21 1, 1 . y 4" 2'-64" 2'-64" S3M 9'-11 " 55 S M D1 7,_2" I FM24 FM24 FM24PE FM24 I o T I I o T I SINK I coo" 55 ELEV. APPROX.1-12' ELEV. APPROX.1-1/2" 55 pW01 i co 04 SINK BELOWF.F. BELOW F.F. Di N D1 IM. W/ CUT TAN ELEV. CAN BE NO MORE ELEV. CAN BE NO MORE 1-1/2" BELOWTOP OF THAN 1-1/2" BELOW TOP D1 F SIM. W/ CU N WIC w N I ELK AT BAS EG ESS DOOR THRESHOLD. EGRESS DOOR THRESHOLD. LK AT BAS I Nt8;r w W/C FIELD VERIFY FIELD VERIFY 0 fn N PW01 I N rn N D1 N o> - D1 55 I 1 T � a "L O0 I I 55 D1 w a cn cn w D1 SIM. W/ CUT 1�5 u) iu) 1 SIM. W/ CUT BLK AT BASE BLK AT BASE J J I 1 J J -7I I S3M S3M -,rr/ -7 7a �7 S31M S3M I L -Ira — 7- hm_u 7 z-7 77- 7 7-/-77- ---i 7n 7 101 lm� L SYMMETRICA L IM 2� 3'-0" 8'-0" 2'-8" 2'_8" 8'-0" 2'-8" 2'-8" 8'-0"_41 2'-8" 2'_8" 8'-0" 3'-0" 6'-4" 13'-8" 13'-4" 6'-8" 6'-8" 13'-4" 13'-8" 6'.4" 1'-8" 20'-0" 20'-0" 20'-0" 20'-0" V-8" (1787) (1666) (1666) (1787) N S3M CN N FOUNDATION PLAN SCALE: 1 /4" = V-0" 'a 0 �- O M N _' tV ✓� � t L cm • �t SZZ Lij CL aa�- 2 /1� •� � u -� -� LLI •v �� `t '• r ••' fit\ {\ FL. �.••o `•`t " S S S i ; To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 91 W d E o 8 v " 6cN� Yi di Q N r02 # LL N M Q 2ss2 J C J LL 5 M w LL SS w a Z -v C c � m A LL- � 9 o 1 W 7 cc N Z J LO �Z G ;n N O U 0 00 Z W U) pp 0 z � $ Q a "' to N z o Q) Ci o u_ a--+ N O L1J Jim W r 8 U � � Qc see o M M w LJL E wo �z a >o Q E � w� z _® oa Fca q 5° �U oQ Z o � N t a0 °dz o ao wz -2 wi d ro N = z y U ym '0 O¢ Z Z ill Qz N 8w � �O U a W >Z w w J J �I0 >x O c0 w� za a 03 c o T > (� �.. rn m m 0 W T^ �- 00 ALA T Q O I Lfl U U V U/ m Q �r CV � o0 � N Q "it L0 d- � T T- ci m n c z E d- M a E U Q p JOB NO: 22-08381-08378 SCALE : AS NOTED SHEET NO. 2 - v, 3 v chi 4g 0 .o r2 O I O O J sh LO I LO O I 2 v Cr Cn 0 t2 O O J L0 O I O 0 I N Cr C f d / C 3 H N N C� G O S v c c J N LZ O U v c V U N -o a / a_ c O •U J LZ (1787) (1666) (1666) (1787) FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) 0 FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) 1ST FLOOR DOWEL LAYOUT PLAN SCALE: 1 /4" = 1'-0" 0 N CD -a , Lb ;�Y Zn f- L Q RON;,Y# Z k.'.P o S i S �! 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 2 E Q 8 O N tm $ O n n q M My qk'L C J LL• W �p LL LL 0. _Z �. 7 'ld N (D 2pjO' m w Z 00 LLW0 ) Z Q J N OU 0 y z W pp Z ii c� Z Q � a � - N M V) Z LL U A �O w g �ins LU 0 ¢ Y N 0 o � � O W My Cl)o1 Z a g LL O z o S > 2 H nj o 8U oa 00 =10 Z N adg a Wz W H ro wg QO mi ate+ ro CO U OLL Z z N $ U Z CU W93. p� 1N1 6 ;� Q: J IIIIIIII� t0 V• za v� C oT � > cv) T i rn Fr �...� 00 ALA T Q C.0 Cr CC) "' m Q CN I--- � O p Q L0 N m C Z E m t3 a E U -i Q p � JOB NO: 22-08381-08378 SCALE : AS NOTED SHEET NO. 3 SYMMETRICAL (1787) (1666) 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" = V-0" 'O n' C ti ,-I- O a) u r' C.' 0 ._ •. W .0 'NSE • .� 5 O� �o ,• 0 '. •• F L O •, ! All aN �,�,+rrllEttttftt�11��1��NX 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 An Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) E g g$ v � � G N o % (� A N o LL Q J LL mu JLLLL OW_ 11 13 Z C 0 L l6 �'N(O O Q04 � W A 0 Zcl LLNZaJ N O U 00 W pp Z N N1 z Z Q O_ in - N M N z a �1l Ur � LL T cn W — � 0 w ;�(a '® U a w �0 t� O M O W LJL E OV Wo � >o O �z U � a oa as O N i �z <g wz � V2 �0 Z ff[�j wm a p S Z (O W U p7 a'' �o a hz CD co a>! � MI5 � F � =1< 3 c o r M Q � m T 00 CO T ram. O Cfl �/� o O CD "+ m Q H o O c Q r d. ch LO � < ` T N ^ E O Z cE0 Nt `� c ca a E U � Q p c � JOB NO: 22-08381-08378 SCALE : AS NOTED SHEET NO. 4 0" 3 PE 0 C vCri 0 0 I J �t- Ln 0 L0 0 0 L0 h M 0 I 0 J L0 0 I LO 0 N 0 3 Q CCV d E 0 S `0 c c LZ U 0 U U -O CL i a 0 0 0 LZ 0 -a- 0 0 a N N GO 0 20'-011 00 .00 6'-8" 1,4„ 64„ 3,4„ TYP. @ -n 55 EAR D1 � II / II I I DOOR LOCATION I I FOR OPTIONAL I I SCREENED LANAI LANAI I I 9'-4" CLG. I I CONCRETE OP II ao I I II 6'-0" " II II it OD i'� 801-011 20'-011 20'-0" 13'4" J. 3'48" 0 164" -0" '-0"1& 164" 3'-8" 13'-4" 10'-0" 10,-0" SY ME'RICAL _ COMP. COMP. II II COMP. COMP. ') 39"x59" SH ' II I II O(2) 39"x59" SH I 1 I ------------------- °--- ---L ------------------- DOOR LOCATION DOOR LOCATION FOR OPTIONAL FOR OPTIONAL LANAI SCREENED LANAI q T.O.M.9W o SCREENED LANAI LANAI 9'-4" CLG. is .O.M.18'-8" in 9'4" CLG. CONCRETE CONCRETE 8'-2"P13 01 8'-2" it1 V-2" 1 6080 S.G.D. O O 6080 S.G.D. C L LIVING ----- 4-SHCl) �; 4-sH ___-- ___-, LIVING 9'-4" CLG. I REF REF I PVV01 9'-4" CLG. CARPET I 2668 2668 D1 CARPET B.F. B.F. 7'-34„ 3,_0" 9'-04„ 9'-04" X-O" 7 -34" TYP. Z KITCHEN A DINING DINING Al KITCHEN z I N I I 9'-4" CLG. A2 0 9' 4"CLG. 9' 4"CLG. 10 A2 9' 4" CLG. I lO N OI TILE 10 TILE _ _ TILE 10 TILE A3 N N A3 PW01 I 60 1060 10 INSULATION REQUIREMENTS WALL LEGEND 8'-8" TOP OF MASONRY WALL 201-011 00, LOCATION R-VALUE / TYPE (GARAGE) EXT CONC WALL R-4.1 HIGH PERM 6'-8" EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED 9'-4" TOP OF MASONRY WALL -4 3'" 5'-" 41'-4° EXT FRAME 2 x 6 R-19 KRAFT FACED TYP. @ CONDITIONED CEILING R-30 BLOWN -IN REAR (INSTALL BAFFELS AT EAVE) II �� GARAGE SEPARATION R-11/R-13 KRAFT FACED 18'-8" TOP OF MASONRY WALL D -2HOUR FIRE RATED SEPARATION WALL _ _" _ - _ _ - 44" TOP OF MASONRY WALL (LANAI) , W/ SHAFT LINER ABOVE TO DOOR LOCATION I I WINDOW SCHEDULE BOTTOM SIDE OF DECKING FOR OPTIONAL I I SCREENED LANAI I I R.O. CMU R.O. FRAME -2HOUR FIRE RATED SEPARATION LANAI I I SIZE (Flange) (Fin) TYPE WALL 9'-4" CLG. I I o 12 20 X 26 18 X 25 S.H. -18'-8" TOP OF MASONRY WALL, W/ CONCRETE SHAFT LINER ABOVE TO BOTTOM I I 10 r 13 20X38j 18JX37i sH SIDE OF DECKING I I I I All s'-0" o o 14 20 x 50 j 18 J X 50 s H -2HOUR FIRE RATED SEPARATION I I 15 20 x 63 18 J X 621 S.H. WALL TOP OF MASONRY WALL, W/ 00 O I I D 1s 1 H2 2ox72 1sx71} S.H.-20'-0" SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING 271/4 X 26 S.H. 26 X 25 j 1 H3 27 1/4 X 381j 26 x 37 1 S.H. TYP. INTERIOR WALL co 1 H4 27 J X 501 26 x 50 S.H. N BEARING WALL 11-15 27x63 26x621/2 S.H. DINING 23 37�X38 36�X373/4 S.H. 9'-4" CLG. TILE 24 37 } X 50 i 36 J X 50 S.H. X 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 j X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. V-831 -l0a" 2 -3„ 3,_�" _ 3'_9" 2, 3„ 4'-1 8,_84„ o b 32 54 X 26 52 J X 25 i S.H. r.. T L 17R 17R N 33 54 X 38 52 } X 37 S.H. N N - - PW01 - - - - o0 34 54 X 50 j 52 J X 50 S.H. co---------------� - -- I I ---------------- ' -------------, -- I `I' D1 Y I--- r- o� 35 54X63 52}X62} S.H. TYP. -- -- I �F as 11-16 27JX72 26X711/2 S.H. SINK DW DW SINK I DO 22 37JX26 36}X251/2 S.H. DINING D1 I TILE CLG. - TYP. I _ _ _ML I I I $� TILE �� I I I I r---� IN I---J L-_-N r---------- D 1. 1 ---- N 3'4 -4" 5'-10" 10'-14!! 10'-14„ 5'-10" 3,44„ OPENING PRESSURES ENCLOSED - EXPOSURE "C" K-A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 O +28.3 / -37.0 DE +26.6 / -29.1 �F +26.6 / -33.5 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 - - - 1 1 36 54 X 72 52 j X 71 } S.H. LIVING LIVING -- - -- - L___ I 55 I SINK J GG _ -- -- S3M 9'4"CLG. 9'4"CLG. S3M -- -- _ GG SINK I 55 39X59 40X59 N/A S.H. HEADER SCHEDULE D1 61 = S3M- - CARPET CARPET - -S3M - D1 DOUBLE 39X59 79 X 59 N/A S.H. = B MARK HEADER SIZE REMARKS 4068 fn - r _ �, 4os8 0 10 KITCHEN w I 0� I z KITCHEN 10 --_ _-_ T -- _____ B.F. L B2f 10 AREA TABULATION (1666) H1 (2) - 2X6 #2 SYP W/ 1/2" B2 L _� B.F. 'n - - - - - _ ,n 9'-4" CLG. B3 b) - - - T - - - 1ST FLOOR LIVING AREA 674 TILE 10 - - - - ^ - - - - 10 10 TILE CLG. FLITCH # SYP W/ 1/2" _ - _ _ _ 2ND FLOOR LIVING AREA 992 H2 ( ) - - - - - - - _ LIVING TOTAL 1666 FLITCH PLATE 60 c _ l ---- - --- REF 1 00 REF _ _ _ _ -- -- M (2) - 2X10 #2 SYP W/ 1/2" co ------� ENTRY GARAGE 264 H3 FLITCH PLATE I ENTRY �------- - --- _____ - - - - - - - - - - - - - - - - - - - - - Y - - - - - Y 9'-4" CLG. FRONT ENTRY 98 O (2) - 2X12 #2 SYP W/ 1/2" 9' 4 CLG. o W - - - - - - - _ W o CONCRETE LANAI 120 H4 FLITCH PLATE CONCRETE 0 - - _ _ 0 ;n TOTAL AREA 2148 �H5 (2) - 1 3/4" X 11 1/4 LVL 12!�„ 6' 44" 4'-114" 2'-2" - - 3,_„ - - - - - - 3_912 - - 2'-2z" 4'-114" s'-44" 2'-4"I AREA TABULATION (1787) 2.0E Fb=2950 I 1 ST FLOOR LIVING AREA 759 (2) - 1 3/4" X 91/4"N H62ND FLOOR LIVING AREA 1028T.O.M M . 00 TOM 18-8LVL 2.0E Fb=2950 00 I 00FOYER P'0" OYER LIVING TOTAL 1787 to 9'-4" CLG. T..O-Cl)M CO 9'-4" CLG. I (2) _ 1 3/4" X 16" 17R00 17R TILE 30681 LVL 2.0E Fb=29503068 TILE 9'4CLG. 94 CLG. UP HFOYER FOYER M OP CIOGARAGE265 3-0TILE TILE 30'I FRONT ENTRY 12H --�- 67 LVL 2.0E Fb 2950 (3) 2 X 4 #2 SPF 1 (3) 2 X 4 #2 SPF TOTAL AREA 2131 Follow Q/S4. See Plan for STUDS w/ (3) 16d - 6'-1a'' 2'-6" 7'-0" 7'-0" 2 -15 6'-2" 3 -8' STUDS w/ 3 16d 1 (2) - 2X4 #2 SYP W/ 1/2" TOENAILS BASE W.H. WH• 00 - L () RAG Bearing Wall Call Out When W.H. Vl/.H. TOENAILS BASE a I FLITCH PLATE � 2668 @ L @ r 2668 ) Straps are Required �+ I B.F. Cl) BUILDER TO 0 O ^ 0 O `'' B.F. I v * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED PROVIDE T.OM.20' BUILD R TO BUILDER T BUILDER T APPLIANCE .** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS PROTECTION T.O.M.18' 8" APPLI -0" PROV E PROVIDE P " CE APPLIANC A€ PMIMiC o WHEN REQUIRED PROT CTION PROTECTION o General notes PER FBC WHEN REQUIRED 0 WHEN REQ IRED WHEN RE WHEN REQUIRED B6 0 ° B6 PER F C M M PER FBC PER FBC GARAGE 10 C 1. R302.6 (Table 302.6) If water based ceiling texture material is used, 10 GARAGE C - Provide Y2' gypsum board for 16" O.C. Framing, or 5/8" gypsum POWDER 9'-4" CLG. GARAGE GARAGE 9'-4"CLG. POWDER board for 24" o,C. Framing. Note %' sag -resistant gypsum board CO CONCRETE CONCRETE may be used I.L.O. Of 5/8" gypsum. 5/8" type "X" gypsum board O9'-4" CLG. 9'-4" CLG. 9'-4" CLG. 9'-4" CLG. TILE CONCRETE X-2" 3'-2" 3'-2" 3'-2" CONCRETE TILE must be installed on garage ceiling beneath habitable room(s). PW01 0 o PW01 r 2. R302.5.2 Duct Penetration. Ducts in the garage and ducts °' D1 N ENTRY ENTRY N D1 rn penetrating the walls or ceilings separating the TYP. TYP. 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 O o _ _ _ _ _ _ _ _ _ _ _ oo ao _ _ _ _ o _ _ _ _ _ APPLIED gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class r----------------- r_� - - CONCRETE CONCRETE r-------- � r--------- STONE STONE 0 or classl duct 0. 4'-4" 2'-0" I I I I T I I I I 2-0" 4-4 board, or other approved material and shall have no openings into I I I f I I I I the garage. I I I I I I I I I I 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 PW01 I rated door. I TYP. @ K I I I D1 I I I K TYP. @ 1 4. R302.7 Any accessible space under a stairway shall be protected I GARAGE I I I I I I GARAGE I �� T.O.M. 18'-8" 9' 4" CLG1 JAMBS I I I TYP. I I I S4 JAMBS I with /� gypsum L _ _ _ I I I I -4' CLG. T.O.M. 18'-8" board. --------- ----� --------- ----- ' B"GL�. TT .O.M.8'-8" � ----- I I I ----------------- --- I I I _ T.O.M.8'-8„ Wb o 5. All doors and windows providing direct access from the home to the - - - - - --------- ------------- L -------- ----- --------- ----- N 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. I 8070 H. O SYM I RICAL O 8070 H. I 8070 O.H. exit alarm shall produce a continuous audible warning O( 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" 8'-0" 2'-8" 4„ 4„ 2'-8" 8'-0" 2'-8" 2'-8" 8'-0" S-O" acceptable. a14 6-4" 13'-8" 13'-4" 64" 64" 13'-4" 13'-8" 6'4" 7. R302.6 The garage shall be separated from the residence and its 20'-0" 201-011 201-011 201-01r attic by not less than 1/2-inch(12.7mm) gypsum board applied to the 00, garage side. Garage beneath rooms shall be separated from all 801-011 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 (1787) (1666) (1666) (1787) protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. 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: Y4"=V-0" ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) cannot pass _o `� ems+ oM � r J Lu W SRO WN %y�� \\� " NSE"K _<;� �� K '✓f%s�,4 aF oN S S S 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 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F g 8 C14 CM p A of FI(O M M LL ' nJ LL LL � Iy d 13 V _ w _ v Lao G O W� N �O_jO� m w d Z LO N ZLL a Z N OU U W C3 El Z N z zi Q N (n - N zC1 4✓ f13 W Ow g �N r LLj U 0 Q N CD w CM M 01 = a wo oo g >�ry aR QE o E v �° � ° 00om N X<¢¢ szo i2°0Z i2 g p L� ry N C �°� �S ° of >� Z N J> a • ~O o � z U a W NW o >Ig co o r > C'7 ui � � r 0- O o^ Co .- Q O aM _� I-�- O O ui m o Z z E y E � m m c c to a E v ai U � Q p c JOB NO: 22-08381-08378 SCALE : AS NOTED SHEET NO. 5 I 1.111116 20141 V 20141 201-011 V 201-0e .1 C. Au M e" 1 ^- o" IC. A1. 1C1 AI' 9. eu O. O1. 4&1 All TYP. I I I TYP. 55 55 D1 D1 (2) 39'k59" SH O OI (2) 39"x59" SH EGRESS EGRESS EGRESS EGRESS c to B4 1n 2x4 HALF WALL , , 2x4 HALF WAL ;n B4 6' H10 1 W/ WOOD CAP W/ WOOD C117. 10 `0 3'-22" �,�, O I O 3'-23" r 0. BATH 1 `u-Noun 1`11"1L1 i„i 11L11`11Lr\L11L11\ 1. 1 W 0. SUITE �u• +^+ 1 .;a • I• 1 CARPET • /• ,,,; • ,• n •' 1• •• •v 1 • 1• . SUITE C�l CARPET • r• CARPET = ' •il• 1 . r. CARPET I ,• fin• w /i � •�� 1 BATH: •, i• 1 BATH 1CARPET 1 :,1: '•A • / • 1 •; TILE All1 i• 1 J TILE m . .lu 1 � 1 •, /• ••• .a. 1 , •. • O / tL1 I ' 1 a ., • ., • 0. SUI EGRESS EGRESS TILE CARPET .:.; 0. SUITE CARPET a ., •, ..' - a F-0" 6� ti6 1 0 W.I.C. 8'-0" CLG. CARPET r •, - ', •' ., • •a•1 •, •, 1 age LAUNDRY MM mm •',• •;r• , •' TILE 11 .: I I ,• 1 �•� 1 a 1 I 5068 • 1 LAUNDRY LAUNDRY,- .a TILE 4 1CARPET CARPET • 1■V. ■1 • 1 • ;� •,�• oBATH #2a .. • • 1.11 '� t.F] •,• m •1 CARPETtTILE , ..;. 1 - ,7 IT.O.M.20'CW 40684068 �i •"CARPET A 15 STONE _ +;;• ' 1 1 42 1 • • •' . TyP •, /• r r• 5068 /• •�• `\BEDR00M1#31.11 EGRESS 1 CLG. 1 ;. 'CARPET •1 /• .. ;I? CARPET O 111 -EGRESS.-.EGRESSEGRESS ------------------------- • • 6-1011 ,_82 �-. ' • o Ii BEDROOM ,/►, - 1 CARPET ••rgggIA ��'�•' 1 1 1 • • II4'BY II '�• ' _ �� ', • � 1.11 ' \ 3' : 1CARPET `1Z��Z�Z04 CD 10- .,. ', •EGRESS BEDROOM #2 CARPET ,a•, �� - EGRESS 201-01r _ of 80'-0'1 40 SYMMETRICAL (1787) 13'-8" L 64" 201-011 (1787) 2nd FL OOR PLAN INSULATION REQUIREMENTS WALL LEGEND 8'-8" TOP OF MASONRY WALL (GARAGE) LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED 9'-4" TOP OF MASONRY WALL EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) 18'-8" TOP OF MASONRY WALL GARAGE SEPARATION R-11/R-13 KRAFT FACED -2HOUR FIRE RATED SEPARATION WALL 44" TOP OF MASONRY WALL TO WINDOW SCHEDULE BOTTOM SI EHAFT OF DECK NGBOVE SIZE R.O. CMU R.O. FRAME -2HOUR FIRE RATED SEPARATION (Flange) (Fin) TYPE WALL 12 20 X 26 18 } x 25 } S.H. -18'-8" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM 13 20 X 38 j 18 4 X 37 j S.H. SIDE OF DECKING 14 20X501 184X50 S.H. r= j -2HOUR FIRE RATED SEPARATION 15 20 X 63 18 J X 62 j S.H. WALL -20'-0" TOP OF WALL, W/ 16 20x72 18}x71ASONRY S.H.s•H. SHAFT LINER ABOVE TO BOTTOM 1112 27 114 X 26 26 X 25 j S.H. SIDE OF DECKING 1H3 271/a x 3a 2s x 371 S.H. TYP. INTERIOR WALL 1 H4 27 j X 50 j 26 x 50 S.H. 1H5 27 j X 63 26 X 62 1/2 S.H. BEARING WALL 1116 27jX72 26X711/2 S.H. 22 37 J X 26 36 } X 251 /2 S.H. 23 37 X 38 36 j X 37 3/4 S.H. 24 37 X 50 36 j X 50 S.H. 25 37 J X 63 36 } X 62 112 S.H. 26 37jX72 36jX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 } S.H. 33 54 X 38 j 52 J X 371 S.H. 34 54 X 501 52 j X 50 S.H. 35 54 X 63 52 j X 62 J S.H. 36 54X72 52tX71 39X59 40 X 59 N/A DOUBLE 39X59 79 X 59 N/A AREA TABULATION (1666) 1ST FLOOR LIVING AREA 2ND FLOOR LIVING AREA LIVING TOTAL GARAGE FRONT ENTRY LANAI TOTAL AREA AREA TABULATION (1787) 1ST FLOOR LIVING AREA 2ND FLOOR LIVING AREA LIVING TOTAL GARAGE FRONT ENTRY LANAI TOTAL AREA 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) OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 �D +28.3 / -37.0 OE +26.6 / -29.1 �F +26.6 / -33.5 OG SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 S.H. S.H. HEADER SCHEDULE S.H. MARK HEADER SIZE REMARKS H 1 FLITCH PLATE 674 992 H2 (2) - 2X8 #2 SYP W/ 1/2" 1666 FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" 264 FLITCH PLATE 98 H4SYP W/ 1/2" 120 FLITCH PLATE 2148 H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 759 (2)- 1 3/4" X 9 1/4" 1028 H6 LVL 2.0E Fb=2950 1787 (2) - 1 3/4" X 16" 7 265 LVL 2.0E Fb=2950 12 (2)- 1 3/4" X 7 1/4" 67 H8 LVL 2.oE Fb=2950 2131 Follow Q/S4. See Plan for RAG (2) " 2X4 #2 SYP W/ 1/2" 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 General notes 1. R302.6 (Table 302.6) If water based ceiling texture material is used, Provide Yz' gypsum board for 16" O.C. Framing, or 5/8" gypsum board for 24" o.C. Framing. Note Y2" 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 Yz" 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 it's 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 cannot pass N � i L- l CO o C--..,LU r t a) 0 0 O W/N N%§,"�ego .. N, *j • a Q,: 0N5E•••.,• --,.I .� 1 1� .'SIO\A ti To the best of the Engineers knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only forthe structural engineering portions of the drawing pages bearing Engineers signature and seal. W F E M g $ � ari InRo NO LL wa JLLLL w Z 0 W nsN� t g�pjO� m W w Z N N Z Q J LL m Z OU co W 013 0cu Z N Z z a V) z Q) U o a--+ c/n d W � u W O w s V) c `) U Lu L as =� o W M M i a Z Z LL E w; >p a f6 �o Up E X U az U Z O N $i ¢a w2 T mo C 0 Y z Z N J ay � �z gZ to W iz LL �w cc) w al � zl< 3 c o T >M COoo Q O r C)7 m _� F•- 04 LO O O s` N CM LO ' E _ ^ z Z E C a E v ai U _j Q p JOB NO: 22-08381-08378 SCALE : AS NOTED SHEET NO. 6 f' •r' f►�wIP01'l"'JIB1I'17�11'RTC I!r�" — T"f I�," r'_ 11 1 ' r I Ii 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 89-T-18'-8" TOP OF MASONRY WALL, W/ 01 20'-0" 20'-0" 20'-0" 20'-0" SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION SYMME rRICAL WALL r- u coMP. coMP. i u coMP. COMP. B 20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM a I 11 SIDE OF DECKING U I II \ I fl \ ------- LL--- ---�------------------- TYP. INTERIOR WALL LANAI LANAI BEARING WALL II II LANAI LANAI FILLED CELL LEGEND II II I CONT, FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM II II II II LIVING , LIVING I I I I I I ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) II REF REF II ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) Q Z KITCHEN DINING DINING KITCHEN Z DINING I SINK DW DW SINK I I DINING L---Ell I I O O r---J LJ L--_J -------------------- ----- LIVING LIVING ---- IL - I INK DW—__-- —__-- INK I Oi I Z KITCHEN ----- ----- KITCHEN z rj�D LO I REF — — — REF ENTR L_______ _-__- ------------ ENTRY I I I I FOYER =___ ; ___= FOYER =--_ FOYER FOYER I I i i ° ----- I I 1 I I W.H. ag °Q W.H. W.H. O ^ n O I ° GARAGE GARAGE ° POWDER GARAGE GARAGE POWDER ENTRY ENTRY s 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 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ---1---------------- 1--- I I I I ---1----------------L--- I I I I ----------- - - - - - - - - - - - I I I I --------------- ISYM I TRICAL I 20'-0" 20'-0" 20'-T 20'-T 80'-0" (1787) (1666) (1666) (1787) 1st FLOOR LAYOUT PLAN SCALE: 3/16"=1'-0" ^� 0 N N ao •Ct C r- j - . cry �y7 c[5 v.t (n -_ L ll - 0 cro r_ `J >+ a �._ >W 0tWtN�'�''�i P: `V"15 EJ � � r �• RV i� \oo To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E V N o N vi C-1 v LL Q C J LL W W u- a Z m r °� a W = 'CU N t0 O O Is I - m UW Z ce) n ZN OU � U W ❑ ❑ U Z N Z � Z Q a N - N U) t9 V, z 4 -J LU 0 a U 0 w 8 V'1 c N U ' L.I.J J x� U Of 0 Q 0, • S 2 M M �w i z IA- O io �O � ZyZ�y ¢N d 0 V �z 'o ZQ oa (�6 f X U as U p � U oz a ZMz N (6 d L <O tt -v n7 F$z O_ Y UZ mO LL Z � a'0 � z tq 20 z o aw W U �� O OLL T TIC � H� CD �5 Mj CIDF� V zla ax OU 1 c o e— Lo > � Q T o~o r Q O ' T Cr � a� c0 O m CV H04 L0 ,—• O O •� N � 1"' Q V L O E c ^ Z (0 Z E E N� m Il E v «? fJ 0 Q c c JOB NO: 22-08381-08378 SCALE : AS NOTED SHEET NO. 7 . ,, ! 1, -15:_" lijiuL .: 1 -L& �L, ,.w'16i11.1.,1 . 1.. LL..: da., I . ,t . . , . � —: .. 11 . 4 . _U 'I, L I 1 a : . WIC. A-i. -1. tl .I i I J. „'.- ' - I I , 1 - ll. - - I „=ls.{ x i lilAi J■IJLWurl ' 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 -0" 20'-0" 20'-0" 01 20'-0" 20'-0" 01 -2HOUR FIRE RATED SEPARATION If WALL -20'-0" TOP OF MASONRY WALL, W/ SYMMETRICAL SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING --------------------------------------1------------------------ TYP. INTERIOR WALL 407NI I I Idon° ° BEARING WALL I FILLED CELL LEGEND I I 0. BATH _ — _ — _ — _ _ — _ — _ — _ U. BATH CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) 0. SUITE I i � I 0. SUITE I I I I i i I I ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) I I I W.I.C. W.I.C.----- I 0. SUITE i i 0. SUITE I --- ----- I 1 1 W.I.C. i o 0 0 0. BATH 0. BATH o i I I I W.I.C. 1 I LOFT I I I I 1 LOFT I LAUNDRY I I _______ _---- I I I LAUNDRY 4 I i 1 ri I i LOFT I I LOFT , - LAUNDRY i I LAUNDRY II/\I II/\II II / 1 I I! \ILiI/ \I �--- IL__J' ---� -----t — — — — — — — — --------L----- �- � BATH #2 -------BEDROOM #2 - �- - ell% BATH #2 -� - --f E -- BEDFi00fVl #2 - — - — - — o o BATH #2 i i BAT #2 ° d3 I 1 BEDROOM #3 BEDROOM #3 1 ° JI 1 I I ac &D I I I i 1 I I I BEDROOM #3 BEDROOM #317 I I I 1 I I 3EDROOM #2 I BEDROOM #2 I I -------------------------J 20'-0" 20'-0" I 20'-0" 20'-0" W'-0" QQnn SYMMETRICAL (1787) (1666) (1666) (1787) 2nd FLOOR LAYOUT PLAN SCALE: 3/16"=1'-0" -a cam+ - w �j 13�t-Ci t!. N `'% ct, LU P r' 4t ;•G n w I U 5 � F L O .' /4 fill 11 f 1111'1��`` To the best of the Engineers knowledge, information and belief, the Wuctural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residenfial 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a E C1 60) N ODD p rb ILQ r 111) (» 0) 04 IJL Q J U- w �u_LL 0- Z 0 O W �mN� O 8 q, m W w Zu7 N Z d J ZN OU to W pp 0 Z N M z � Z a E3 N Ln Z v0 0 o 'L d--+ cn (10 w � � V � —� O w to c rn U c m L : C Cn w w 0 w� � E N U � o oa 00 Z ~ o E Nw� xU a g xi rc C wm 0o ZLL z.2 N -� � a0 QW � Z to XS oZ W (moo CY �- o Jz w, �5 ;o tozj<w u 0 C o r La > M 1 � t0 oo CID O C6 led - CID � m2 O Q .' CV H LO IN p C) N r LO E C t 0 le Z to E E 4,) `m 0- U J Q 0 JOB NO: 22-08381-08378 SCALE : AS NOTED SHEET NO. 8 - '__L_ 3 v 2 t2 0 0 J v ip 0 I I cK B M 0 0 J L0 0 0 t tr 0 c 3 Q Cl E x `0 c c J h N LZ 0 v c i 0 J L� 0 0 a c� 0 N S Q (1787) 12 5F,� ------------------- TEXTURE FINISH 12 L� l OFF RIDGE — VENTS, TYP. ------+I------ (1666) SHINGLES 16" BAND I TEXTURE (2) 39"x59" SH FINISH I ---------------------------- (1787) (1666) SIMILAR (1666) OFF RIDGE VENTS, TYP. (1787) FRONT ELEVATION 12 Q5 SCALE: 3/16"=1'-0" HEEL tT.O.P. HDR. TEXTURED-� FINISH I � 4 TEXTURED � °O _F_ 12 ZZ14 FINISH STANDING SEAM 2 39"x59" SH (2) 39"49" SH 12 1 B _ F.FL. SHINGLES +1" PAD CLG. HGT. ------ ------ ----- -- D- - -H 16" BAND 2'-6" F TEXTURED 60 FINISH 9"x59" H 1 -- ------ F.FL. (1666) (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. txtenor uovering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, 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 y o 00 17 W li j r - 0 c c,o ��5R° )v ��'�rr Lu U w = C�O'C�0 OF •'•.,.. F L.O �� .•' 0PESS10�`` �rllllll Nllt'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 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seat. a 8 Q o gE 0 v C7 �r-t-32 S N M v * LL J @LL- LL a �a Z— O Gw. Y 13 W ��m 00 ��pjO' on Z N Z; Z d J LLW ZOU L) U) 0 2 V Z gN Z o$ z o v <Z M �-J N U O — � LLJ Q ttN Of U) L V Of 'nOD 4 Q N 4M o M C7 p w z a LL 55, Z�N oz® i X. oa CU Z _E F._. r0 O N U U a <o o Ka wz �o X� • f0 z o z� N 3 CL 0 LL go az W ao ��E co z MI5 r � c0 st w ind ova c o T .y > M T 7 F— rn m Q W T 00 Co Q I- :3 o , T co Cr Y 0 �- CNI Ll') •= O CD >C .!� N O M T 'it Ln lu m � I n o Z Z E � � E m a; c d U 3 Q p JOB NO: 22-08381-08378 SCALE : AS NOTED SHEET NO. 9 12 5� HEEL ---_________ = T.O.P. HDR. o= 00 0 in 12 7 F.FL. CLG. HGT. ----------------------- BRG. AT GARAGE fjARtLGL----- - - - - - - - - - - - - - - - - - - Q F TEXTURE co 0 2'-2" FINISH iip o0 F.FL. S Q (1787) 12 5F:!-fe, HEEL T.O. HDR 0 o i" iD F.FL CLG. HGT RG_AT GARAGE IIZRtiSI. 00 `r o 00 iA 50 F.FL LEFT ELEVATION SCALE: 3/16"=1'-0" 12 �5 ---------------------------------------------------------------------- - - - - - - - - - - --- TEXTURE FINISH 1 H3-SH x - T 9 --------- --- +1"PAD --- +1"PAD --- --- 16" BAND (1787) TEXTURE —FINISH 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. or Lovers 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"A" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. I Coastal Flashinas All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 O N J LL r E7 I- ui _ < ,l v >��[?` LU \\`�\44441111111111/�j�f��'''' 'eo W �\`N <x OF ` z FLO �0,O FESS1t0\�\\�\ \ ffdflllllll 1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M W E Q O M 8 C 0 ri M "r li a C J u- W _ a c 0 o x W �m 0 - °' m w Z z U, C0 a LLW Z N do W ❑❑ z 0 z Q a N I tN Z v U �-J o Tom• w U O r-r_i to c y �N U � LL J z C m Q N Ol o ffi U_ w Z E O ? go E I— X 0 U as � i; 0 Z NM a ao W W (n C Y �x 2 Z Z N J Q• <'w mz i1 3 0� az �W W U �LL 'Q NJo z F >x $3 c C o > M Z � � m � Q IIZ (' WCU T 00 T C:)I T CID (n� Y CID MCq Q Cq -� CD N O M E Z N E N E M C C d E .. 'C .�-. U J Q p C J JOB NO: 22-08381-08378 SCALE : AS NOTED SHEET NO. 9.1 ' + rr rya !R +'r��nr+n�w�� r1�r'r'•?�'III�I^r�T••*�weranmlr�ll'1� a LJ VARIES R J� Z Vf I I PN50N Box y� E� 5IN KIf To VE vq/ P NOTE: • W =1/2 OPENING DIM. • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH/ SAND FINISH • FOAM/ EPS MATERIAL IS ACCEPTED E� 51NK KIT U�T o VE W/ P v 1787 +211 +211 NOTE: • RAISED STUCCO BANDS • TRADITIONAL LOOK & SMOOTH FINISH I I I MqI 1666_ JMBING RISER_ NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER 00 1 Qz" f9:ZIP►Ifill INf�l SIDE VIEW BRACKET NOTE: • APPLIED TO EXTERIOR FINISH • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED •'IN SIDE VIEW BRACKET NOTE: • APPLIED TO EXTERIOR FINISH • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED FRONT VIEW SIDE VIEW BRACKET NOTE: • APPLIED TO EXTERIOR FINISH • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 0 N FRONT VIEW N M •� t�D N O _' _, .. X L 0 LLJ 0 N ti 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. I" O A Ia v O N 0 N r M Q N v LL It cc J W LL Z ccLL a L 'T o � _` @ N O W O pjO' m Z IL IL N Cl)N Z Q J i Z OU 0 U W 00 Z N th z � $ Q J cl- U) N N M z LL Cn W m 'io ' O� W U1 YZ i1J L � � N � Mz w M LJL, E zo >N a OCL a2 uz ?® ❑a ra E X U a` 7 j Zo o N �0 ws pdi W= tY� w ..fir ru � C C Y mQ oLL z z ...+' % ¢ ° i to a � mw W Uo �LL �� p M O � za a 2 ON O L T � M = CL � � r 00 CO ¢ CD C 0 o ♦+-+-+ N LO o0 —� N r LO N C ^ O Z Z y d E U C JOB NO: 22-08381-08378 SCALE : AS NOTED SHEET NO. 9.2 v+ 3 N 21 0 , 00 J to O 0 I v N 39 Psi O 0 J LO CD I LO O I IX a 0C LL u U)2 C? 60 r VERIFY W/ PLAN 70, 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 SCALE: 3" =V-0" 6 LANDIN FRAMEE ALL 2X12 #2! RINGER 1787' SCALE: 1/2" =V-0" .. OTC _ _ 11111111111111111011 in■ _■■■ ■ ■ is C a — QTI� oTo OP ULI11o"A �1 HOOD BATH #2 OWNER'S BATH KITCHEN KITCHEN KITCHEN o 1 c 00 a — QTE� In I 4& 4� 4& PWDR BATH #2 OWNER'S BATH KITCHEN STAIR SECTION 'I I STRIN( Cl 0 CV �09 (1666)1 SCALE: 1/4" =1'-0" A(D� KITCHEN (1787)1 SCALE: 1/4" =V-0" NTERIOR ELEVATIONS C0 46 KITCHEN NTERIOR ELEVATIONS 1666) STAIR SECTION_ SCALE: 1/2" =V-0" ) _r a . i - ii iy G\� a y UJ N N O N ti 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a V E o N8 OCD +e%, W N N anr0 Z Ln Q 4 1 C -� LL W LL ri Z _ LLo- J I L @vrn 'I I W. 7 NNE ��m w z LLW Cl) ZN OU Q W W El 0 2 !�2 a Z N Z Z Q a U) ^ V) N Z MW '�rr�� C O \/ ' ♦� C-/3u- W p u �p 0 S L.IJ04 5 rn (� r— U 4T W JWW 2 L i� Q Y O C" M o Z Z IL E E ZO 00 QN �® Q XU ou w¢ I CL E a �U °` Z E, ag N mo OZU Z v Cl)20 m Q W NN a1 o a w� mw W U _! Q Z XO v CD � ,� zl< a= � � 3 C o r > M m m 0 � � r O^O CU T Q 0 T Crco ..L _ I m F- LO a= O p c -� � N M Q T �t LO E W 7 N C Q. U -i m N Q p C JOB NO: 22-08381-08378 SCALE : AS NOTED SHEET NO. 10 I Ir [pi11A � 11 I n }I gyp! A A�_lf � �11�R'1' I nu111 '� wIw n " up I' I llgllj y 411A� 7y 1 11. i (1787) (1666) Sr�L (1666) (1787) Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806, The Minimum net free ventilating area shall be 11150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SO. FT. "If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule (No Upper Ventilators 1/300 Rule Ridge Vent Amt Off -Ridge Amt. Req.) (Must Provide Upper Ventilators) (Ft.) Total Ventilation ATTIC Provided by SPACE SQ. IN. of SQ. FT. Total SQ. SQ. FT. of SQ. IN. of ventilation to Upper Ventilators ventilation of vented IN. of vented be provided SQ. IN. of SO. 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" 'C3 _ �O\ 00 C7 tL 7-3 , C+l) G`) < i.J L c U U N\``��U1111111!llil�j��, 70A- \\,y\vy• •••..•• ••. �' •f' BLS E ' •.: o v •� C.GF' '- •'•. ••••••.....••'•'• 5� r g.�o � 2 FLU 4U r\ 11� O F` 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. 110- � g E o � N 2 ^ m 0 - 03� Y! VZ rn n 0 N 07 q• ry C J 2s2 LL W D_ _ lO C O1 v W W 1J O � M C ��(M m N Q r Z N I- ZLL OU � W W Z 2v Z Z Q � aV) Z M LL C1 LU 0 w s V) c y U g F_ L w {Jpp _ U < • m M z o w Z Q U- 0 E: tJ w 0 so zq yyU❑yy�� a Z ro E XV ¢a a8 °dz U J0U OC WZ N ¢� z • rp CY J z �p O oLL ¢w sz 3 g� �o Z W ya =� NJ O u a2 z Ia 0 1 C o T M 2 ui M m 0 In o �^o r Q O Cr U) L� m Q ate-+ CV O p r r Q N � LO 0 N Z 7 E Wilt N y N a� U -j Q p c JOB NO: 22-08381-08378 SCALE : AS NOTED SHEET NO. 11 �1fl�I�1'"'_i11F14t�'111Ple1�IIIRIRYI��!Iw1�1111� 1 �_�� A - - -4 Plglr "! !"TWWWRII,I= ',jl�� 0 .o r2 LD I O 0 J LD O I co 0 I 12 0 chi 0 CD 0 J L0 O L0 O N B c 3 FL E E L 0 y N Li (n 8 i 0 a c: :a O J N N .a S 0 N w Cn N (1787) (1666) RSHENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft ✓IND SPEED (ULTIMATE) 140.0 MPH ✓IND 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 [4:12]-[12:12] AREA ROOF 1 1 2e I 2n 2r 3 3e 3r a=4ft 10 HIP -35.94 -49.57 1 -49.57 -49.57 GABLE -38.22 -38.22 1 -60.99 1 -60.99 -60.99 78.58 �— ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): I � ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I \� I 1 ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (Sd) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: Q SHINGLE: �/t6" EXP. 1 (24/6) or t%32" EXP. 1 (�6) I I TILE: 7%2' EXP. 1 OY16) I I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1YY32', SHEATHING SHALL BE FASTENED L . L I WITH ASTM F1667 RSRS-03 10d (2'/z" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=oft 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 F.777---, -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 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. TRUSS 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 @ 44. 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS 44 SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: 3/4" = V-0" LOW ROOF &FRAMING PLAN SCALE: 1/4"=V-0" 12 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPf SYP SPF A META12 1420 9 -10d x 1 1/2' HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 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 HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 21/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10)1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** -- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 - 20 16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d 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 MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY IV(2) LGT2 4060-M 3770-F 3500-M 3240-F w/ 3) 16D INKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C 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 SP2 1010 1 605 1 12-10d SPT24 1 1090 1 1 12-10d HCP2 1 590 1 555 1 12-1 Od x 1 112" HHCP2 680 1 570 1 (20)1 Od x 1-1/2" * MINIMUM W 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 (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD tw EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (8) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0"ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS FT] (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ,ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS 0c O ff, j 00 N Q �z �> �] W �AV IV .... �,\S E ''•. N U �a O f,ROFESS�Otk N\§'\ To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W E O M 8 CN � 00 co (h V 2s2s LL Q a)C14 Cl I� �C U- 5 LL LL� i d Z --6O' d cW 9 O W 0 0 W o Z d IL00 I� N OU 00 z L) y W I] ❑ ZN z z iz- a — a R t ^ N V / Z S is LL ua Nca Ow N -.. 63 11J J C) • CD w z U- mz E S° z0 Q9 'T nj Zo o E go �: 0z ww C - Ccz o ,2 U y0 �o o z z � J ua QW �m a g� � 8 �w W U o NLL xk �- co �t ON ov 3 C o r— (y) cc m � W r �. � 00 CO `V T CD Q s T Cr Cfl O GV CN L17 • CD O r N d LO Q E ^ 7 '� f/1 O Z eNn�' C C C W Q. E V w 0 -j Q o C °3 JOB NO: 22-08381-08378 SCALE : AS NOTED SHEET NO. 12 I ENGINEERED CLADDING WIND PRESSURES AND SUCTIONS OR MEAN ROOFOHEIGHT 15 5 ftND RSH AND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) () VALUE DENOTES SUCTION [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r a=4ft 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 1 -60.99 1 -60.99 -60.99 -78.58 -1\ 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 I \� I 1 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: 2� I Q SHINGLE:'3446" EXP. 1 (24Aj6) or tYY32" EXP 1 (3346) TILE: tYY32" EXP. 1 (33j6) I I NOTE: I I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN IY/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. 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 -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 NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 11 FOR BUILDING ROOF LAYOUT SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. 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" =1'-0" ROOF FRAMING PLAN SCALE: 1/4"=V-0" 1 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 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 1 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 58" ANCH. / 26)1061-1/2" HTT5 5795 5/8" ANCH. /(26)10d A-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1 /4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 21/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** — 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 - 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d 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) 518" 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/ 2)1 D SINKERS & (14) 1/4" x 21/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKER & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32)16 SINKERS FOR FRAME "X" HTS 20 1 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 (20)10d x 1-1/2" * MINIMUM W 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 (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. 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 a SEE SHEET D1 FOR ROOF FRAMING DETAILS "a ry) +m O r _c S' Q t� UJI `��tt16t1lttii6fflE�� ap o wN c�`1§� P''*Nc""F '••.�.I r0��2�0 �,' OFF WI w Q? fr�s'`�dFESS1O��4�� j��urar�sr!�r�e►�e To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 FloMa 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. 91 W a a $ 08 N v�6'. W �o0i0� LL a) J ,n mLLLL LL a m c�y W o�cY•rm o W W T m . LL IL 3 Z5 N Z a N O o = town W ❑❑ z z a J a � N N z � ^, col W W V � N OLL, N c a �N U C • o M M mj w Z a li- z o 0° Z0 O cl Q� oa C:,�$ a� 0� Wz o a o w �z m 0 o rp NC moz V Z Z r � cn S ao W m �Z $¢ ZQ W 0 aZ �W J O � � a O CD $N 0 0 •� T > M 2 hi rn R l0 ^ f..L � � r oT^o CIDO Q � tt^�^ O GC V) m Q C"4 H LO p p •� LS7 N m (� 4 O Z Z c N E E c m a.V v Q p c JOB NO: 22-08381-08378 SCALE : AS NOTED SHEET NO. 13 r,�n��'�I^�h+�'I+��'�r+r'IR►� r1+IR�A1�"�*I�IA� � ` � �' ► I N -. i es a S '9 VERIFY METER LOCATIONS WITH BUILDER PROVIDE 12" MIN. VERT. SEPARATION FROM ANY / ALL UNDERGROUND UTIL. ENT I I DINING \ 2'-7" 1 ill Ir r, 111 u lu � s 111 �FI --- \ e DW I �131NR \ 1 'i KITCHEN \ DED. FOR MICRO 0 \1 e CFI REF L------- ----- GFI GFI \ a � I I \ I I ID I O /FOYER I � T-0" 4'- SD/CM In r'& k 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 r -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 SYMMETRICAL Le �� COMP. � WPGFI --��1 GFIjWP Id 1 I 1 Vl/I ------------------- a'--- ---� ------------------- LANAI �:�,�;' �:�, f:> LANAI o r / \ / GFI 1 % GFI I 1 I , TV / \ TV TV (� GFI @ 44' / �` A.F.F. / VERIFY % LOCATION �\ O / ELECTRICAL \ PANEL `\ I \ I 1 1 1 �\ GARAGE `\ GARAGE \ LIGHT AS / `\ PER SPECS / / / GARAGE _ DOOR GFI------------ i I I I I I I I I I I I I I I I I I I I I -------------------1 --- I I --------------- COACH LIGHTS OR PREWIRE AS PER SPECS (1787) -GEL I REF w /40 Zi KITCHEN DININ IlkI / SINK DWEI L Jt_ Jo / •---- -'� 0 SD/CM / / 1 I I // /�d VV ROUGH -IN FOR OPT. I FAN/LIGHT I \ \ GFI @ 44 A.F.F. W'H' VERIFY LOCATION `\\ 1� IZ'02 :o ELECTRICAL PANEL 1 \ I I DB \ I \ \ 1 / GFI 1 I / \\ GARAGE / I \ LIGHT AS GARAGE/ \ PER SPECS GARAGE DOOR i i / ENTRY / 1 r------------GFI ---r / I I 1 I I I I 1 I IimI I I 1 \\ I I 1 \ I I ; I I \ I I \ I I \ I I \ I I I I \ I I----1--------------------- — •n• •r• L�Z REF uWj DININGii KITCHEN 1 2 1 (`QC) 1 \ DW SINK 1 I \ r --, ----------- / I \ j SYM TRICAL \\ 'COACH LIGHTS / \\ OR PREWIRE AS PER SPECS (1666) SD/CM ROUGH -IN \\ \ -\ FOR OPT. \ \ \\ FAN/LIGHT60 1 3 I —L=== I r7 GFI' ��-- h- 44" A.F. j / N. VERIFY �♦N W'H LOCATION / ELECTRICAL \\ PANEL \ I 1 I I I 1 1 I \ \\ GARAGE GARAGE \\ LIGHT AS / \ PER SPECS / GARAGE ��// DOOR GFI — — — — — — — — — — — — — — — I I 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 / PER SPECS �,.1.10, (1666) TV / 6'_0" l LIVING ih 1 L / DINING _ G 1 KITCH j I DED. FOR / g a 11 f / MICRO �I REF G1 _____ _______i ENTRY GF GF / \ 1 1\ FOYER :� I ,�- SD/CM '-6" 3'-0" - 0 � I GFI @ 44" \ A.F.F. /� �- ♦\ j \\ W.H. // VERIFY \\ 1 \ O j LOCATION / ELECTRICAL / PANEL 1 11 G 1 1 GARAGE / 1 I POWDEA 1\ GARAGE i \ LIGHT AS / '13 1 \\ PER SPECS \ \�� i / GARAGE DOOR _ - - - - - - - - - - - - WP / GFI % I I / I I / / I I / I I I I / I I � I I I I j I I ----�---------------- --- , / — — — — — — — — — — — — — — — // --------------- COACH LIGHTS -� OR PREWIRE AS PER SPECS 600AMP Riser Diagram SERVICE 4 UNIT BUILDING 1st FLR ELECTRICAL PLAN SCALE: Y"=1'-0" 2/0 CU GEC CONNECTED TO UFER AND (2) RODS 00 150 AMP 00 150 AMP 150 AMP 150 AMP (4) METERS PER BANK (1) METER BANKS PER 4-UNIT BLDG. (2) 3" SCH 80 PVC CONDUITS (1) 1 }' 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 SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 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 LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN rO\ EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) F9 PUSH BUTTON SWITCH (OPTIONAL) HO 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 �]M ELECTRIC METER JQ ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN L J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 'D O ;a rD f; c zs,, c 1 +tL n ':� ty in L W N i o N v 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. a a et E � N 8 G cb o w ob N Co r' a � �� n � J a 7 J �U. LL w Z 13 t1 w o a Y MC% G W 'M 0 Z WILm w -n '' z -ccJ ZN OU U W (D Z N 8 z a 13 N z -0 U' 2 W W a o r. V c 8 Jift 3 A U) W '00> t U • c � Q �� cm t � w M U_ W� ozQ a�E O R V wo - oE �� a=&i Z '''0 n3 cY x o gE Z J ` Z p->Z2 `22 j o oLLLL O gU W T a nw 'Z 4 . O t0 a � �Y ila 3 0 1 1'— m � O T 1171- OHO CU Q = O T rnV ♦}'.+ CV CDO c Q j L IT ` T m n c ccaa z E NT E �, `m r_ a U ¢ p 13 JOB NO: 22-08381-08378 SCALE : AS NOTED SHEET NO. 14 P'I� 1■q��®fir i I WALL LEGEND I —I 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 I I I L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ (1787) SYMMETRICAL 4011 14 SYMMETRICAL I I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _. _ _ _ _ — -- 2nd FLR ELECTRICAL PLAN SCALE: Y4"=1'-0" Riser Diagram 6 UNIT BUILDING 2/0 CU GEC CONNECTED TO UFER 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 J" 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 comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FiEF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET c.F.l. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET fLPh � SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH JR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN iO. EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) FE9 PUSH BUTTON SWITCH (OPTIONAL) 1-0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN w (1) PHONE LINE, (1) DATA PORT N "t7 N 1 hti Q Iti !�_ CL. ILL 1 "a , W _ < �l A Z:, _-`-0 > 1 LL 4=-Lij N N 0 N ti 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E o Ch :i N ,lam' M0 11� N i` r'� 32 �% J N O� 4 LL �Q C J W w V 9 L _ w a Z oId C� a o 99 (0 0- t0 Qj m w 0 Z 0° M Z d J LLILW N O U U W U W 1311 U Z M QN Z 0 Z o v J d � N ije) z C9 0 � O � VJ rW A o 2 �0 0 w 8 inC N U LL J � g c 8 Vmoo," U O c U N � W WIN y o Z E � 0pECO 1.-C.0 Z22 U 0o0. ? a v zQ °3 O O 'M 0 2 J B CA— LL T 00 CO T� Q T CC> m Q F-- iln CD �o c .0 .0 Q CM T 11.0 d- ` .-- ci{ n �! o Z l0 H Nt E C v? c JOB NO: 22-08381-08378 SCALE : AS NOTED SHEET NO. 15 X Z r2 O I 0 v co O LO O O X :99 C M 0 J cc 0 I H N E t— i O i 0 v N 0 a S a v N (4) METERS PER BANK (1) METER BANKS PER 4-UNIT BLDG. (2) 3" SCH 80 PVC CONDUITS (1) 1" 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 WALL LEGEND -1 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 00 150 AMP 00 150 AMP 150 AMP 150 AMP VERIFY M LOCATIONS BUI PROVIDE 12 VERT. SEPAR/ FROM AWY UNDERGRI (1787) (1666) ELE SYM I TRICAL I I CTRICAL SERVICE PLAN SCALE: X"=1'-0" (1666) (1787) 0 N ;rl 00 O 'CS ; C3_ •� : Cn •fit F 0) °a a - h 0 > r-K 4= LU N N O N ti 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) W Q N N «? coo m W �,, (» Q I� M v. th LL C J LL W u LL a <L Z L N W W 'o C" m w Z IL a0 N -U) Z; 0 ° d ZN O V U y W I UI M Z < a � N N z Cz O°J LL N LLj G 0 w 8 N c d LUu c 0 Q Y _ • co M W LL- c 3 p n E 00~ aE j e -0 no'ao E �U 0U �z 0 � Z T <om� zi ro N C z .0 O Z oy ,z w1w W U � Sao 1G J o ,o 'I0 o I' �W g" C o T > MCD = C m 0 T o^o CoCc.6 Q Cr co m Co v J Q I— 0 LO C N M LO r T p LEo Z CAZ m m m a E U V Q 0 c c JOB NO: 22-08381-08378 SCALE : AS NOTED SHEET NO. 14.1 Ji - JL I I u - - — - - -=1 _ . : A 1 �:, .1 i _. I - 1 �..._.. f__ - �. - - - •'��.l�llu �e ludl FIRE -RESISTANCE DESIGN Assembly Usage Disclaimer BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States 8XUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire -resistance Ratings- ANSIIUL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design Criteria and Allowable 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 BXUVT Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing this UL or cUL Certification (such as Canada), respectively. J. i �, ► I ;U. t I( 7 18 IN. l .y t1.I. � 1-'€pW'�.?Cfltfl>;,t?�FtQi1 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 pert 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 apposite 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 I close fill insulation add 2 hr to classification. 5. Foamed Plastic' — (Optional -Not Shown) —1-112 in. thi ck 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 under UL's Follow -Up Service. Only those products bearingthe UL Markshould be considered to be Certified and covered under UL's Follow -Up Service: Always look for the Mari 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 -misleading 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 '1@ 2019 UL LLO'. I UL and the UL logo are trademarks of UL LLC 0 2019 All Rights Reserved, GA FILE NO. ASW 1002 1 1 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. (NLB) 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 1/2" type X gypsum wallboard or full sheets of Ile 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 - 1" DensGlass® Ultra ShaftlinerTM F 2 HOUR FIRE FIRE -RESISTANCE DESIGN Assembly Usage Disclaimer BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire -resistance Ratings - ANSI/UL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CANIULC-S101 Certified for Canada Design Criteria and Allowable Variances Design No. U301 September 17, 2019 Bearing Wall Rat! ng — 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 BXUVT Indicates such products shall bear theUL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 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 clam neaas. 4Gypsum Board* — 518 in. thick, two layers applied either horizontallyarvertical . Inner layer attached to studswith the 1-7/8 in nails spaced 6 in, OC. Cuter layer attached to studs over inner layer with the 2-_3/8 in. long nails spaced 8 in. OC. Vertical joints located.aver studs. All.joints in face layers staggered with joints in base layers. Joints of each base layer offset with joints of base layeron opposite side. When used in widths :other than 48 in., gypsum board to be installed horizontally. Georgia-Pacfflc Gypsum, LLC Design No. GP/WA 120-05 Non -Bearing Wall Assembly Area Separation Wall ASTM E119 Rating: 2 hours 60 to 64 STC SOUND 1. CERTIFIED MANUFACTURER: Georgia-Pacific Gypsum, LLC CERTIFIED PRODUCT: Gypsum Shaftliner _•' i CERTIFIED MODEL: Tough Rock Staftliner or DensGlass Shaftliner Gypsum Shaftliner: Two layers 1-in, (25.4 mm) �. Tough Rock 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 %-in. (12.7 mm) DensArmor Plus Fireguard C Interior Panels or A -in. (12.7 mm) Tough Rock Fireguard C gypsum board. 3. Steel Studs: `H' 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. Cutto length %-In. lessthan the openings height and spaced a maximum of 24-in. (610 mm) o.c. 7. 7. 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" FIRE CAULK EDGES AT EACH SIDE DBL. 1x PT NAILER 1/2" GYP. WB: 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. SEE PLAN 6`*1 TOP OF PLATE I TYPE "S" MORTAR (TYP.) 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER ' UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION 1 Hour S Waration Wall SCALE: 3/4"=1'-0" *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. - Lo N c.) o C I`��O,tt1El1)I)ti'Odddj),�s O W/v t �R ` •r N S E •• ''•, N 4 •` 6 . N . FLO E S S % To the best of the Engineer's knavledge, 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 stnuctural engineering portions of the drawing pages bearing Engineers signature and seal. E LQ?; Go N O �22 M LL N s J , a =� LL w LL J LL a Z R 'Q N z; o; m W CP w Z ,ro M Z d J N Q ZIL i OU y zco z�g J - N N z (1) 0 —9 -J y tL , V W •V In O►U g cA fY N �(13 H C', 0, N J M � Z_ �J ao g �dR zo a� EE � U m � o oa Z o E X U �< g So U S � El N � 0 ro N C C �Y U 0 OLL Z Z J cwn m f Z o U W�W U j �o y LL �- = C! CD C9 o A c o T >M 7 m T 00 o CO^O T � O ' r- Cr d. N LO 04 CD =-' .0 p CD = T Ln m Nt c Z Z rn E c in a. U _mot Q 0 JOB NO: 22-08381-08378 SCALE : AS NOTED SHEET NO. 16 v+ c v X n M O O q Q0 1 L0 O v c N O J 7t CO LO O 0 v, Q O E N C v c tL E2 0I 0 i 00 O J N ti N `d C d N N O 0 v N 0j 0 0 o O ' 8F8-1B/1T 8F8-0B/1T O O 0 O O O 8RF14-1 WIT 8RF14-0B/1T 8F16-1B/1T © O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REO' 1-1/2" CLEAR Lu � C.M.U. CHIC U X ypm z - ornJ o U y u) 5 REBAR AT BOTTOM Q MIN. (1) REO'D 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required top and bottom of all Powers Steel lintels. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the 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 j: A: O O 8F16-0B/1T •'O• O 8F20-1B/1T 8F20-0B% T O :0, ••, O O O O 8F24-1B/1T 8F24-OB/1T O O ' O O 8RF6-0B/1T O, O O 8F20-1 B-2T nE nE I E� I\ rE� I nE CE U YM TRICAMIN. SL MIN E I I (1787) (1666) 1ST FLOOR LINTEL PLAN SCALE:Ye"=1'-0" N - p c- N o c Q N (U i, 0 0000, �y Li� �>,��riEa3tEtlftit'�s'M, 'e�RD wN G 2 i j�'••.....••.• f�0 S S S l0� /f�FElttt!!t!t°tit `��l To the best of the Engineers knowledge, information and belief, the st uctural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W v E FN N A 0 w CW0 �f� M V LL C J LL W M j d LU a 13 0Oi Z L �rn '' d NCO W G Cn Z m J Z In M Z Q IL ZN OU U W ❑❑ g? v Z N g Z � $ J a �4R LL cc f y W u o—� W c �, V)V) W t Q CD w M LLL- o z f > a Qo oo=CL � oa Z i.- M N C V °_� $g D L) 0 WZ i <g Z _ C c: .�i' C y O � mo z Y C15 J w m pp U z W Q w oz �w 0 JNJ Wy 6 K O CO F � ��+ Lo p� 7 Fcl- rn m m � � r o^O Q O T ^ Y �0 v / m LO .__. O O c .� .Q CV r M L0 E M c .�•'�• v N Z Z cco E 11, N E w C6 = a U JOB NO: 22-08381-08378 SCALE : AS NOTED SHEET NO. L-1 0j O O O O -.,�� .• , 8F8-1B/1T 8F8-0B/1T O ® :0, I - I . O o 0 O o O o o J 8RF14-1 B/1 T 8RF14-OB/1 T 8F16-1B/1T 8F16-0B/1T :0- © O © 0 8 20-1 B% T 8 20-OB% T O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ' 1-1/2" CLEAR J _ LU W - C.M.U. usax n SOMW0- o�gJ - QCD _ 0 Lu 5 REBAR AT BOTTOM FC¢ O Q MIN. (1) REQ'D - Q - 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 9 p •,• • : •,• O O O O 8F24-18/1T 8F24-0B/1T O O O O '; •, 8RF6-0B/1T L O U•• : O, O O 8F20-1 B-2T (1787) (1666) SYMMETRICAL 14 SYMMETRICAL 2ND FLOOR LINTEL PLAN (1787) SCALE: X"=1'-0" -o 17) l rN r O �! act r;t iJ_ r- si r1 --✓ •�. En r,, > ta..+— LU U _`O• 7011, � SS To the best of the Engineer's knowledge, information and belief, the structural plans and spedtications 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 C C —r i2 LL W LL LL tL Z C a Z2 M C14 I Z Z W pp (D Z CJ C.) Z z Q _ - N V, z 1W � o T Cn oLL,g t) c C-4 �N CD CD LL, ® E'.O_ E'. C) Q � M-. • M y w M _, E zo 1¢ ZZ Q = Q <O oa U ¢ 70U Z �CLO¢ O E o � N EO g= o ao tt WZ ¢M i 49- rp Cz C z o mM o Ou > �Z z J �? (U 8� p O a W r J =¢ ~ NLL z o o O O � Oa a= o~ C o T > M 2 F m m Q 0 T r� L 00 Co Q C C6 Cr CID ) C:) Ct0 r a v + CN H LO 04 c t V T ce) Lo Z o c m E E L Y v c c a U Q p JOB NO: 22-08381-08378 SCALE : AS NOTED SHEET NO. L-2 0 S Q r- 0 cc I 0 I IF CN M 0 0 0 I 3 tz `^Q'1 O i E 0 0 LLl 0 i a 0 N a -o 'DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING SEE ROOF PLAN SHE -BLOCKING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. 3;7A TRUSS USSES (2) 12D NAILS —' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 2 SCALE: 1 /2"=V-0" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS FRAMED RIDGE 2X4 STUDS &PLATES AT 2O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/•TP1-2014 MAY B M MAY BE NAILED EACH DIRECTION TYP. U.N..O.O. (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ MIN. (4) 12d WHENIT BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES SIDE w/ (3) 12d NAILS WHEN OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD REQUIRED w/ (2) SIMPSON HTS20 R UI D SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & - X 1 1SI EACH SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. "k 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. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE DIRECTION TYP. --\ A CHORD AT ALL HAND FRAMED AREAS TYP. HIP G.T VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A @ 48" O.C. BEVEL CUTS (OPTIONAL) DIAGONAL---,2x8 #2 SPF RIDGE BEAM AT 11 OOD MAX TRUSS * * 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL aC� INTERIOR BEARING r3 �-WOOD TRUSS SCALE: 1/2" = 1'-0" A PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS DETAIL STANDARD HEEL HEIGHT TYP. WOOD TRUSS BLOCKING SCALE: 1/2"=V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ ROVIDE 25" LAP SPLICE @ F.C. REBAR EACH TRUSS TO LEDGER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d TOP -CHORD BEARING COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSSES @ FLOOR TRUSS FOR AN 24" O.C. AREA <_ 1000 SQ. FT. OF FLOOR AREA & SEALED PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTOLzz- APPROX. EQUAL AREAS.t 2) 2x8 SYP #2 P.T. LEDGER ATTACHED TO MASONRY w/ (2) ROWS 1/2" SIMPSON TITEN HD, -MIN. 5" EMBEDMENT PER 54/D1 SPACING. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION @EXTERIOR WALL SCALE: 3/4" = V-0" 2'-0" MIN. LAP SPLICE 6" 6" V-0" 6" 6" TYP. TYP. O O 1 O O O 0- SPLICE O 1 O O O 21-011 SPLICE BEYOND 2'-0" PART. ELEV. VIEW t all n el C•7 (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 SPLICE PART. PLAN VIEW (2) ROWS OF 10d @ 6" D.C. LEDGER SPLICE DETAILr54 SCALE: 3/4" = V-0" - PROVIDE 30" LAP SPLICE @ F.C. REBAR. (2) ROWS OF 10d NAILS @ 4" O.C. FLOOR TRUSSES 24" O.C. c DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2)-1/2" DIA. TITEN HD MIN. 5" ` EMBEDMENT PER 54/D1 SPACING SIMPSON HGAM10 @ 4'-0" O.C. T & B FLOOR ATTACHMENT 50 SCALE: 3/4" = V-0" 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD nnrrrl.l nTnlno MASI SEE M\ 1 n.d Tf1CAI A II Q 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" D.C. T&B TRUSS (6) .162" x 3 1/2" NAILS TRUSS TO LEDGER & (4) .148" x 1 1/2" LEDGER DETAIL SCALE: 3/4" = V-0" NO MINIMUM AIR SPACE WOOD TRUSS-w/ BATTEN STRIPS 1" DENSGLASS ULTRA DETAIL - ADJACENT TO TRUSSES SHAFT LINER GA FILE ASW 0810 SCALE: 3/4"=V-0" OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. 2x4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) SEE MANUFACT. SPECS. FOR INSTALLATfON. (2)16d TOE NAILS @ EACH END IRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE PRE-ENGINEERED ROOF RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOARD TRUSSES AT 24" O.C. MAX ABOVE AT EACH SIDES OVER PARTY WALL (2) LAYERS VX24" 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. 10 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. 61111%1Z 1 Lelerl 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR UL-U905 (see sht 9) LOCATIONS) 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER 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 1 FLOOR TRUSS FOR AN AREA < 1000 S.F. DOOV 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 W1.4xW1.4 WWF. —� W U J a SHEAR TRANSFER EXTERIOR. WALL 52 SCALE: 3/4" = V-0" PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING 12 BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK SEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS t-tt-.� ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. 2X4 LEDGER @ 48" O.C. SEE ROOF PLAN MAX VERTICALLY NAILED FOR STRAP INFO. TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. (TYP.) EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3" TITEN2 2X4 LEDGER ONLY AT EACH SIDE OF STEEL "H" STUD. (2) SIMPSON SDWC15600 (1) LAYER 1/2" HIGH STRENGTH SCREWS @ EACH TRUSS TO OR 5/8" GYP. WB. W/ 1 3/8" LEDGER DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. EDGES. SIMPSON RBC @ 36" O.C. W/(6) 10d X 1 1/2" NAILS 3/4" FLOOR INTO TRUSS BOTTOM CHORD/SCAB & (3)1/4" X 2-3/4" SHEATHING TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIPSL�,= 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 \—DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT 1" P.T. NAILER �R-3 MIN. INSUL. PER. FBC. —1/2" GYP. WB. TYP. "S" MORTAR (TYP.) U Z J � U) N CL �4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) 0 (4) #5 CONT. zTn. 909 HOOK ON 3" CHAIR 8" 2'4" 81' (SEE DETAIL) 2-STORY PARTY WALL SECTION PW01 SCALE: 3/4"=1'-0" PRE -ENGINEERED ---- FLOOR TRUSS' AT 24" O.C. GYP. BOARD CLG. SEE 53/D1 FOR LEDGER CONNECTIONS 1/2" GYP. BD. (2)-1 X 4 P.T. BASE —� NAILER BASE BOARD PER SPECS. —� CONC. SLAB SEE FOUND. PLAN--\ 6 MIL VISQUEEN ---\ TREATED SOIL SEE PLAN _ TOP OF PLATE TOP COURSE W/ LINTEL SEE 70. PLAN SEE PLAN TOP OF WINDOW WINDOW PER PLAN 8" C.M.U. WALL �—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 TOP OF SLAB 0'-0" F.F. 00 VARIES WITH b SITE GRADES SEE PLAN (V O T 3 #5 CONT. 20" ---- SCALE: 3/4" = V-0" REV. 08.20.21 cw ij '-I- tL t30- o L- ,, c <7 U CD - W> .j ,.� to--• $RO W Q' r.-••SE•• v, U o + To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C E 0 88 FA 0-0 N O) u� n co P. Q ,n v_ M � C J IL W NLLLL a Z t6 C o S�L� W W :3 mN rn °'z Z < J W — 6 a � ZN OU W 00 0 2 z N � z z o a v J — 11 to N M z 01 C9 _`o W 5 U �2 0 W 8 N YZ c r co U U L.1.! J �- e a U c X • NO Q � In S W Z a E E: u SE Z �R z® w it (6 I— C ay$ X U Up U g� za< N z wo �o W z ro w6f m� o Z<gWa �Wk1 J a � zZ �0 Q�3 0W � O� �LL wl- aI N T o12 > cM F Q W T L cf- o�o CID Q O T Q0 Cr w. . H o 0 T'- N L O 4 Q f T d) 4 z° la z E d- E N w 0. U Q p 3 JOB NO: 22-08381-08378 SCALE : AS NOTED SHEET NO. D 1 I '��1�lI� R�'!,IRNI RI'4■h 14 111! Ilyll-I I" f 71 T ICI 1 11 B1 G TRUSS USE: • SIMPSON HGU3.63-SDS W/ (60) 1 /4"x2 1 /2" SDS B2G TRUSS USE: • SIMPSON HGUS210 W/ (62) 16d NAILS 9' A 1, EXTERIOR WALE r I lll.0 SECURED PER NAILING SCHEDULE u m A 2' TITEN HD W/ MIN. 5" EMBEDMENT SEE SECTION A -A I FOR MORE INFO. 2 PLY 1 3/4" x 16" LVL (1 ST PLY WOLMANIZED) LEDGER 20'-0" DOUBLE KNOCK OUT COURSE ABOVE T/WALL MUST EXTENDED 16" PAST LEDGER 1, -'dk A a. MASONRY PARTY WALL, SEE PLAN FOR FILLED CELLS INFO A SECTION VIEW 2 D2 2x4 #2 SYP P.T. CONT. W/ 4° TAPCON @ 16" O.C. ROOF/ EXTERION 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) '"TITEN HD (EQUALLY SPACED) ANCHORS 2" FROM END OF BEAM AND THEN STAGGERED 24" O.C. W/ MIN 4" EMBEDMENT SECTION AT ENTRY (9) 2" TITEN HD 4" 4" O O .o 'v (6) Z' TITEN HD 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- VARIES W/ ROOF SLOPE PLYWOOD ROOFING MASONRY WALL MIN. 2X4 #2 SPF P.T. SEE FLOOR PLAN CONT. W/ (2)1/4 FOR MORE INFO TITENS SCREWS AT 16" O.C. AYA TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXT. WALL SCALE: 3/4" = V-0" DOUBLE KNOCK OUT COURSE ABOVE T/WALL MUST EXTENDED /rt 16" PAST LEDGER V m 2 PLY 1 3/4" x 16" LVL (1ST PLY 4" 41 WOLMANIZED) LEDGER 4" 4" 4" 10 20' 0" ill a a 0 ',,� B1G TRUSS USE: • SIMPSON HGU3.63-SDS W/ (60) 1/4"x2 1/2" SDS 132G TRUSS USE: • SIMPSON HGUS210 W/ — (62) 16d NAILS TRUSS CONNECTION SCALE: 3/4" = 1'-0" 7-8" A -A ELEVATION VIEW OL 18'-8" (4) 2' TITEN HD Zn - - u :>, _L: C: ei LU 'go vv'• .• ,•',� ys Rom, �JO -. 0 Uj FLi7 ' ., opt, S,®v� �tt��rtt To the best of the Engineer's knowledge. information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v EE N p r 2' N FA 0)V 40 l'Q 9 1* N n0 '�. 9k LL I» NMI Q C J LL W coLLLL 0- 13= 13 morn o 0 9 W o M C*4 o OP ' W co m Z ,to NZ Q J LL IL ZN oU W 013 z z n Q� - N !Z^ M O Cz V u- ,,,yyy---�� C./7 W O Zug In c "' • U W J Y Q O M m W 2 LL =0 0 0 70 N �® Q F� ° V 00 Z 0. O Eap 5 Q Kz N m �o C � .Y o OIL Z Z Cn J < b Z •{1 � g� �z �w W �J Oda �O a ilx a u 3 c o T > ce) T i. 4i T Cc Q � O C.0 0 � cfl m Q H- o �O C N CM r LO E n c Z Z ' E �' E «? c a v U Q p c JOB NO: 22-08381-08378 SCALE : AS NOTED SHEET NO. D 2 L'�Ie��■>V�!�il�l 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. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 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 18 INCHES (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 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CO N. 0 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/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A LLOAD 0 HORIZONTAL F 5 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD 0 0 OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2. 3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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 (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 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) : 3112" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED 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 3l8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703,7 4.5. FASTENERS AND TIE DOWNS: 4, 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THECONCRETE SPACING AND ALIGNMENT ARE T BE IN ACCORDANCE C 0 WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including al► risers and spray heads shall n8t be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 ncrete overpo and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemirral barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 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 DR AWINGS AND CAN NOT BE REVISED. o a 00 -� C, Z W Cn D .I. v fi _ ,zl J `Fi ' LL •+- LU ��, ,�\��'i111il1lldFttf �. •,•" ' % A w 1. •, L ..• 8 51 Vk p. 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. F E a tr' ', a, W C ie cc eo I» M 0 L� a m c � �+ w �"' LL w o °i o Z 0 o - 0 fa r04 z ILWU�O'o' m w 04 Cl) ZN OU W y ❑ ❑ C9 � Z N M z _ Q13 U) - N Z fh GY0(1) � LL N 0 A U O r,., $ to c d w W ca = r = co M w U_ -o = a 0 so -0 Q E: V i..- f0 O E aX U O °ca o a 0 OO 0o 1 az Z z N � ` oo w w W C ZZZzg o y o mo O LL > z ZLu z J .rf/��r p0 8tl O 0 a W d mw � 8LL z CIS a zd 8 3 > (� CID m Q � � r OHO CO CC> Cr .2 CCC> V J Q � GV F- l.t') O N O M Q r LO E 4. n o E OLD c c rp a U v y c JOB NO: 22-08381-08378 SCALE : AS NOTED SHEET NO. SN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 61`►►��3116-IiC'•13�1�i�J� 1� WALL SHEATHING ------- -- -- - STAPLES @ 6" O.C. VERT BETWEEN 16GAxl-1/2 LONG / STUDS (NOTED THUS:—) - OFFSET I I I I I I CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH" **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF LIJ HOME H C G GARAGE SIDE O 0 0 STUB -OUT FOR 0 1'-O" CD to to GAS METER _ CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-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. V-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 121 @ 24" O.C. 1514" (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 5000s 1.8/1.7 3/4" orp 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 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap + FILL CELL - STD. 90° HOOK BOND BEAM (n 1_7 STD. 90° CONT. #5 BCONT. #5 AR >I HOOK BAR CONT. 10M )UNDATION HIGHEST )ND BEAM vvi�v vvruvt v i yr SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGIrJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN ' OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" max ) gap • � 4 max. Q Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit--_7 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER t. DOUBLE JOIST CONNECTION top irdsmo thcof uts. - Birdsmouth cuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack "Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below." local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) —/ Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking 11.av T' (1nr11 nail¢ at 6" n r- Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL I N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES _\�J_ D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges Web Stiffener Fastener Schedule Joist B Bring Location Series Depth End I Intermediate 0 BCI5000S 9-1/2" 11-7/8" 2-8d 2-8d I 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s") BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI600 11-7/8", 2-8d 3-8d 14" 1 2-8d 5-8d 16" 11 2-8d 6-8d BCI90s® 11- / " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing 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.* - - - Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing fl 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration. — '7 :.. ►_•� �' 6� A 1 2" ROUND HOLE MAY 6„ =CANTILEVER DO NOT CUT HOLES BE CUT ANYWHERE IN LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y' 8 I -U' 1'-1" T-2' V-2" 14' 1-3" V-7" 1'-11" Z-d" 2'-91' 3' 2' Any 16" Joist 12 1'-0" T-1" 1'2" i-2" 1- 3' 1'-•9' 2-4" 2-11" 3" T' 47 49' -3-7- 9-4" Spam 1)_ 16 1'-0" 1'-1" T-2- 1-2" 1' T' 2-5' 37 3-10" 4--(X S' T' 6' T Z" 20 T-0" V-11" T-2' 1=2" 2I-0" aAr 4-U' 4-10" 9-11" 6-11" 7'-11" 8'-11" --- 24 1 1'4Y' 1'-1- 1' 2'' 1 1-3" 21-5' 1 3 7" 4-9' 5-10" T-T 1 9-4" 1 9-6' 101-9' 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. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist hanger \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. 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 T depth I -JOISTS BUCKETS N.T.S. SIMPS( w/(22) NAILS 1 5/8"D THRU BOLT SIMPS( w/(22) NAILS 1 R TRUSS 'OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM SEE PLAN FOR--'•• ° . • FOUNDATION INFO ' d. • ° STEM FOUNDATION F—GRADE /-- REINF. SEE PLAN rvl, t,nmoc:,+ rvt- 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 JOA(WHEN w/ (18)10d REQUIRED) NAILS UPLIFT =1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE r1Fr%r \ /r P9Tr/\ A 1 TI I M I r r'L Fr% TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 'I ° d o ° co _� J SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE °a a ° ° a /'d a Q SEE FND. PLN. SIZE & REINF. .41 ,a NCJ co C- O (70 v, d � ,' z3 111 0M,��4�tll! • r --4(612 N .... � p,TFLO ��• `-ZSS10 0 To the best of the Engineer's knowledge, infortnatlon 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 4 Nj� N atT - O r _ N 10 7ER tN �MQ� # U. 0 4 C U_ tL u. W LL a a ' C4 W �9 m w J a Z �, M ZML N 00 a y W ❑❑ U z � z 1 N t7 kol z vC1 � U 8 f>3 W V � 0 W s In c m �N � W N as _ - 8 c o � W o � U_ a E zo C sR rp Q E V N� F— r6 R U as Up D U z N i saa Q 0 W � ado ,< � Z C Wj r0 C C z px x0 �f o OLL Z z � J s� 3° W y 3 U a N W o _� Q ;o st Z_ 7: v 3 c o�— > C6 C� d. T CO Q r- :3 O Cib Cr d' CC) C cC Co Q O O N ' T- Q LO ui ^ o to z E y m c a U JOB NO : 22-08381-08378 SCALE : AS NOTED SHEET NO. S N 1 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 I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR Y GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (OR �" GYP. TYPE @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM O ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. FOR UNDERLAYMENT @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" PRE ENGINEERED WOOD z APPLICABLE. 3/8 MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN EDGES, AND 12" O.C. FIELD O.C. OR 5/8"x10' WEDGE ANCHOR @ 24 O.C. NSULATION PER CHART ON FLOOR PLAN �� ) TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c SLAB & BLOCK @ @ "SIMILAR AT FOUNDATION ONLY" ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR EACH @ @ 6" MAX FROM END OF 2 x PLATE - IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON T' =' 6 x 6 W1.4 x W1.4 -- .- STEP, SIZE OF FOUNDATION AND w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.)A WWF OR FIBERMESH `' ELEV. 0'-0" 2x POIL.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER A.F.F. 2„ x 6 W1.4 x W1.4 INCLUDE THE WALL i2�� 6 x 6 W1.4 x W1.4 o ° SHINGLE ROOF, SHINGLES TO e 6 0 WWF OR FIBERMESH ATTACHMENTS / WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM_ D7158-CLASS G H, ASTM r _ D .. _ - ELEV4-3 1/2" 31/2" MIN. 31/2" MIN. or or 1 1-CLASS F IN D3 6 - I ° - -_ - - 2x4 CONT. A.F.F. O LL ° 12 ACCORDANCE w/ TABLE 1- I - I - I - t N o • : ° 1/2"(min.)-4" 1/2"(min.)-4" (TYP.) R905.2.6.1, FLORIDA BUILDING - I • I I e - _. a • t, ° i� - - „T y VARIES CODE 7TH EDITION (2020) _ - - - I I I r GARAGE DEPTH VARIES 31/2" min. -4" { 31/2" min. -4" - - - _ { ) :' - RESIDENTIAL 8" - - - - ROOF THING - SEE 4 - -8 - m INSU ION LE SCHEDULE [RS ] - ON TYPICAL INTE OR BEARING INTERIOR (2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. �� m �� 4 -4 FRAMING SHEET FORU.N.O. SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG'� GARAGE SLAB AT STEP B MIN.U.N.O. TYPICAL BEARING WALL STEP SHEARWALLrc,�� Mt TYPICAL BEARING WALL @ STEPKCC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE OR 5/8" ALUMINUM FASCIA cONc�N�°J�`� GYP. TYPE "X" @ GARAGE \12'N.O. �\�os�c�R W/A HABITABLE ROOM 2x SUB FASCIA 1/2 OR 7/16 OSB MIN. PLYWOOD SHEATHING Qcs' ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. SOFFIT SHEET SS 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 1GCN�N 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY \ 2x BLOCKING HORIZONTALLY @ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING CHART ON FLOOR FILLED SOLID W/GROUT I I 1 x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: SEE SECTION C/S3 FOR PLAN #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR N G/S3 FOR ANCHOR „° „ „ " "° LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 1/2 GYP. WB MIN. SIMPSON SP1 wl �� (MIN.) @GARAGE (10) SIDE IF APPLICABLE. STD. 90-HOOK (SEE DETAIL) "S" BOLT INFO. I I I 5/8 x 10 J BOLT 24 O/C W/ 2 X 3/16 @ PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT 24 " °� TYPE MORTAR (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 I *SIMPSON SP1 I I 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING 3500#, MIN. TENSION 2600# SPACE ANCHOR ) ARCHITECTURAL w/ (10)10d NAILS �, FIBERMESH WEEP SCREED INSTALLED -' BAR Ud BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N r . FINISH np, •- 2x P.T. PLATE I .-. PER MFR INSTRUCTIONS o END OF 2 x PLATE WWF OR FIBERMESH Cl) E " 1x2 PT WD FURRING @ 24" O.C. I ASSUMED FINISHED E #3 OR #4 REINFORCING BAR o ° ' GRADE t„ _ - , ,1:7 ° — -,\ z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi � a. 6 1/2" GYPSUM WALLBOARD U.N.O. 1 #5 VERT. IN FILL {) MONO OR STEMWALL � M ° \ t,D FINISH GRADE O0 25" MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] g _ r : . D ' T T CELLS (SEE FOOTING MONO SHOWN °D D \ oQ LU o T� e FOUNDATION PLAN FOR CLARITY - 6 MIL VAPOR BARRIER p ° °. R 1 7/8" FOR LOCATIONS) z� - s r #5 REINFORCING BAR 1x4 P.T. BASE NAILER 4"x4" INSPECTION - ! - • - #5 LAP SPLICE (2) #5 CONT. - - 31/4 BASEBOARD PORT AT EACH NOTE: - a-- i., FORBEARING WALL - ; i i i I_.-_, � I I I.1- I I r I COMP. SOIL. COMPACTED TO -s • ( - 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8„ 11411 8„ TYP' FILLED CELL TYPICAL W! UPLIFT ONLY _ _ - 95% MODIFIED PROCTOR ASTM 10" ) MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER c� AT GARAGE CONTRACTOR - -_I - f - _ -- i= _=- D1557 ) 4" 1� 4° #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPE _; - 1= _ ,I l ! lit=� ! I' �'- #6LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/ UPLIFT W1.4XW1.4 WWF OR ^FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE „_ . SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL „_ , ., SCALE: 3/4 -1-0S3 SCALE: N.T.S. S3 G SLAB INFORMATION. SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 N� � r °� •P I � Z 6 6 W1.4 W1.4 VARIES r,v x x SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 ° o0 - 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLANS.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR _ = z min. 4 " 10d NAILS TO TRUSS TOP CHORD FOR TRUSS " BARRIER ; p 1 ? N a a v GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO " " ° • • • = COMP. SOIL. ° < °O -_ - - - - - - _ TOP OF BEAM _ &LAYOUT DESIGN a .. (COMPACTED TO 95% - _ - ° 1 #5 REBAR w/ OPT. () SEE ROOF PLAN ' a ° • r �. c a MODIFIED PROCTOR - - E NCLOSURE (2) HTS20 FOR STRUCTURAL ASTM D1557) - I -�� BEAM SIZE &Ar N 3" MIN. CLR. (2) #5 REBAR CONT. 1--4" (1 STORY) I - - - 4'" CONNECTION INFO �, • • . " •.. ON 3" CHAIRS TYP. STD. 90 HOOK (SEE MIN. U.N.O. 4' 1-8 (2 STORY) DETAIL) —2x4 P.T 2x4 #2 SYP P.T. FRAMING w/ — - TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L PLATE 7n6 °S'e MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING SEE A/S31J/S6 8" FOR REINF. INFO. SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=V-0" S3 w Cr SCHEDULE > OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. P.T. 2x COLUMN LOCATION > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. „ HOLD GYP. BD. J w COLUMN SIZE AND BASE 1/2" FROM SLAB o � CONNECTION INFO. SLAB STEP He RECESS S.G.D. M c� CONT. BEAD SEALANT 0-� J „_ , „ SCALE: 3/4 -1-0S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND ¢ •...' DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND �. •.:' '.: INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND PAVERS / DRIVEWAY EXPANSION JOINT -3 1/2" •A.• 4 SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL o w/ 1/4"x3" TAPCONS CONCRETE SLAB 14' O.H.D. RECESS 13' O.H.D. RECESS ° ,.' • GARAGE ATTACHMENTS & 18/D1 :o: AT 8" O.C. PAD FOOTING I I PAVERS z iv CONCRETE NAILS W 1 1/2 1/2 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN I 1 8 MASONRY WALL EXTEND FILL CELLS c EMBEDMENT @ 12" O.C. W! DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD � ° ` ' " • ° '• ' —� '-=' '•' STAGGERED, FROM BOTTOM INSULATION PER CHART z SQUARE CMU BLOCK BASE, I I MAT REINFORCING. CONT. FOOTING STEEL I I • • t• TTt M ' a r ' ' ' —` t I •�' PLATE TO CONCRETE ON FLOOR PLAN w F—SIZE VARIES PER PLAN c i _ ' — _ •' '' (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT Q > w/ MIN. (2) #5 VERTICALS 00 ? [SAD ., 4" oo _ i.• :. oo .'•:• TENSION 120#) CONCRETE SLAB E _ > J FILLED SOLID (SEE PLAN FOR *- 7 •4 = ( 6 x 6 W1.4 x W1.4 N w SIZE AND REINFORCEMENT) c� L • .= -i' •. •' oo WWF OR FIBERMESH Cl) � ~ w p - UJI U �.. - N a ' BRICK PAVERS or SLAB PER 8 o _ • • `• _ Z z U • I - — — 0'-0" FIN. FLR. COMMUNITY SPECS � cn �'' - I_ SEE A/S3 OR J/S6 SEE A/S3 OR J/S6 LI I M 6 MIL VAPOR _ _ _ AV- _ _ _ _ FOOTING w v FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER - -I 1 �'- I I jil BEYOND 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) �� 1-4 (1 ST RY) - ••� _. :::.' ll� �il „I PAD REINFORCEMENT 3 MIN. CLEARANCE 1' 8" (2 STOR) 1'-8" (2 ST RY) 4• 4" •••� � 1a •' • ' SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH • ,•. CONC. PAD INFO, SEE SCHEDULE GARAGE DOOR SLAB RECESS �.� GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMINGrCD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE: 3/4'-''-0• SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 1 0 y . � N 1 \I 00 a- C �_ z rr " U) Cf� r «: -_ f ¢ lJJ lilt/ NooWIIII O ` • -'' S ' N U ' CJO . cc LU o To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seat. a E Y0 N a 2s M LL Q C J 2 LL W _j LL ILLS a Z m a W o J IL= NZ_j I� CV OU 9 y W ❑� z R z a Wv) ''znn 9 0 W V O LL 4--J ft3 W � � A V 8 0 c N U a E 8 = U _ • M W Z Eo gO o10z® g �Q aLL (6� t— rO X Up U z O E o ,� °< n p �. Sz M Z cZ N � w$ �o ¢w W� t/) O Z LL zCOC j N J m , • a w 2z N 3 $1 w� �° COW W oLL N o Z c \! c T � 11Z � � r CSC r, V T CD C.0 O _o Q C.0 m ,--+ CV H LO O O io E z z C E q4t c o °r JOB NO: 22-08381-08378 SCALE : AS NOTED SHEET NO. S3M 1h.1dIY,.,i��c. �.. iul --- .1.,�..1 i i _ .L /.� - _ - ---- - t2 s I 0 cc LO 0 N L' v 0 M 0 Z. J 0 L0 c 60 Q Np G E E v c h Cl- Ca- U 0 0 v 0 0 a N N 0 to m to (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 VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 12 `(TYP•) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 11 SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8 STUCCO FINISH PER ASTM CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS C. 926 APPLY 3 LAYERS TOTAL THICKNESS 7/8" OVER 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d ❑ METAL LATH. FIRST 2 LAYERS POINT w/ (3) 12d MIN. EXTENSION FROM DRYWALL NAILS SOLID AREAS ARE SOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER TONEAILS SPACED DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK 1.❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT 1/8" THICK OVER WATER RESISTIVE BARRIE PLATE WALL IS 1 1/2 MAXIMUM INTERIOR ❑ ❑ ❑ FULL 8x8x16 BLOCK HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL SIMPSON SP2 w/ (12) 10d FACE OF BLOCK WALL IS 21/4" NAILS AT EACH STUD 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE - ' 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD Li AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ++« . + STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO Ir TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE Ct DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C EXTERIOR ❑ ❑ BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) WALL CLEAN -OUT rA WALL ❑ ❑ ❑ O/C FIELD SCALE: N.T.S. S4 ❑Eil ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENTLMANUFACTURER. IN KO BLOCK AT EA. STUD MAIN SPAN TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D MOISTURE BARRIER ROOF UPLIFT CONNECTOR S4 SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL KNOCK -OUT 5/8 DIA. x 8 J-B LT AT 6-3/4", 4 - / 7 - / ABOVE GARAGE BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. FOR CONCRETE PLACEMENT I 96 3/8„ CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) SCALE: N.T.S. GREATER THAN 6'-0' WIDE (U.N.O. ON OPENING _ FILLED CELL W1 (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION !i!jj_ MEN illOPENINGS IN ■■III I��■ _- ■ I �' MEN NOTES: O 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. TYP. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) PROPERLY. ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON MOISTURE BARRIER FLOOR PLAN. SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. G SCALE: N.T.S. S A TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO 88" —_ _—_ NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 71" DOOR STOP PSPN516Z w/ (12)16d NAILS -- --- MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 58" 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF ---- - DOOR 48..SPLICE STAGGERED • N. J-BOLT r �M 41" �NJ -- --- TRACK • 34" BRACKET 10d @ 8" 0/C 10" 6 3/4" 31/2"- WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 112"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J r,� w > r SFF X/; �; O OOP p�N FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. 2x CRIPPLES @ —i KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B SIMPSON SP4 w/ (6) (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 MOUNTING BASE SHOWN FOR 2x8 WALL) IN POSITION GARAGE ENTRY FORM DETAIL 10d NAILS @ 8" —i 2x6 MOUNTING BASE SCALE: N.T.S. O/C TYP. 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x -- CRIPPLE STUD TYPICAL (U.N.O.) GARAGE DOOR ROLLER fl GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR .. TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a , g POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U to 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE FEQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL ,J SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) °e ° • HTT4 w/ (18)10d NAILS (3610# SPF) °o o • HTT5 w/ (26)10d NAILS (4670# SPF) °o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (2145# SPF) °o • • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (3075# SPF) • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (4565# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (5645# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (6970# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (9335# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT ATTACH ALL J FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. C DOOR TRACK EXTERIOR STUDS MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. W/ 4b16d TOENAILS W/MOUNTING ANGLE TO P PLATE MIN. 8" EMBEDMENT w/ WASHER & NUT NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: A • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD MIN. 8" EMBEDMENT w/ WASHER &NUT TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE N SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C 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 9' -16' (3) 4) (2) (4) (2) LSTA30 SP4 SP2 SIMPSON SP4 8P2 SIMPSON SP4 ROOF TRUSS ABOVE 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING 2X BLOCKING FLAT STRAPS PER CHART ABOVE TO BE BENT M, I Ivry OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR SIMPSON SP4 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 p GREATER HEADER (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH TRANSOM FRAMING SIDE SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL 2x STUDS TYP. DETAILS O SIMPSON HTT4 TYP. �R Op U.N.O. SEE N/S4 ** HOLD DOWN—RECESS CONNECTIONS LINTEL NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ_""� SCALE: N.T.S. S4 AND K/SS FORV vv is 2X8 WALL ABOVE ADDITIONAL DETAILS SIMPSON ENTRY SP1 • K.O. BLOCK W/(1) SIMPSON SIMPSON MAX @ 24" O.C. RECESS ' FILLED SP4 SP4 LINTEL 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2%0" O.C. MASONRY WALL 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B )N SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP2 SIMPSON C SP4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. NAILED INTO `r TRANSOM PLYWOOD FASTENED TO TRUSSES FRAMING 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" SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING SP4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRY SIMPSON • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. SP4 MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 2X8 P.T. BOTTOM 5/8" DIA. ATR EPDXIED 6" MIN. INTO BOND BEAM PLATE @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR 5/8"x10" "J" BOLTS @ 24" O.C. MAX. REV. 06.24.22 SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) �S4 0 v rid `C( r - CD a C` ¢� 'JLU �f�Z� ��\11161Ufiitt t5l` IV S • N i' U : rlo OF w �g 40 •., FLOP'.• '��i.�0��•SSION�4�e� C To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained wittun these drawings comply with the 2020 Florida Building Code - Reskiential 7th Edition, Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E � o �8 v C5_jl�'s Q °o s 0) iAn1ZV N Co qw LL C ,J V LL W LL LL a w Z t m0 a 4 fs C14 o W 2 pj m w C; Z N NZ ZO U W pp 0 z N Z v 0_ 1 l T fn LLJ U � OLL, s �t/) LU U Q • cliM S o V w Z a s° �® E U F QQo X U a� w¢ 0 x 0� Z o E00 <o a l C .0 m0 z zvJ C,O g Z W % U S �— h Fo5I � a v $I ° o r � M T i a; as O H � r o^o CO r Q :3 O T �• '' ^7 m cC.0C v ! Q v +�•+ N F=-- C 0 LO � r r I� o z Z d- aNi m a E ,3 U Q p JOB NO: 22-08381-08378 SCALE : AS NOTED SHEET NO. S4M SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (d 1 /4 X2 3/4 TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS--\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX. 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL T 45"t / 45" t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB APPROX. 8" FROM (SEE TABLE & (2)10d TOE NAILS @ LENGTH SEE TABLE BOTTOM CHORD ) EA. END @ 48" O.C. ( ) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & SILL (2)10d TOE NAILS @ EA. FROM LEDGER TO 1/2" CDX PLYWOOD OR END BLOCKING ' 7/16" OSB SHEATHING GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6' O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED THROUGH 3" O/C 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 1Od NAILS @ 6" O.C. THROUGH CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR DETAIL 2"x4" CROSS BRACE SHEA HING APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od lo,� 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)1 Od & (2)10d (NOT REQ'D WHEN ; TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) %`S< SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE �� (2) 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS Wl 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. �\ AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED (2) 16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKINGpq FASTEN WITH 10dx3" 4" 0/C SPACED WEEP SCREED " THE FIRST (4) ROWS OF TRUSSES @ 1/2 x 8 J BOLT @ 48 0 C 2x4 "T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ 4 1/4"x1 1/2" SDS SCREWS TO I I BLOCKING, FASTEN WITH ( ) " MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 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.G. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER MOISTURE BARRIER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/MIN. 4" 2 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 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 N SEE STRUCTURAL CHORD BLOCKING NOTES AND NAILING INFORMATION `� SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2) 16d NAILS `� � 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING " RIDGE FASTENED AT AT 24" O.C. ON TOP OF 1 1 2^ 1 1 2 EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE " TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT �• " 11 2x4 PANEL BLOCKING (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/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 SPACE AS SHOWN FOR 3-PLY MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4"T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL, 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL DBL. TOP PLATE SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) SECTION 3 SECTION 4 16d PER SIDE SCISSOR GABLE "T" BRACE �7 SCALE: N.T.S. S5 SCALE: N.T.S. REV. 06.08.22 S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"0/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/ 1 Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA W/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION OF THE LAST LAMINATION ( ) 2x4'7 ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L— 2x4 BLOCKING W/ EXT. WALL CONN. � 10dx3" @ 4" 0/C (2)12d TOENAILS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON —LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 _ ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 71NIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT d- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. VVI\ 1 . I..JL/'9r\IIgV GABLE END BRACING DETAIL 12" SH SCHEDULE ,TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON —DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING w/ (3)1 Od 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. 20'-0" MAX 20'-0" MAX "X" BRACE SEE DIET. J/S5 -t CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Clfh1h14 �l: STOP CHORD 2x4 #2 SYP BRACING SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16 O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIREDZBOTTOM CHORD GABLE END BRACING 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN (L� AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. I "L" BRACING REQUIREMENTS 2X4 BRACING @ 48" O.C. CONTINUOUS TO OVERLAP TRUSS BRACING FIXED LOCATION ATTACHED W/ (2)10d AT PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP STUD NO (1) 2"x4" (U.N.0.) 2"x6" (U.N.O.) EA. TRUSS (NOTE: BRACING MAY BE WOOD TRUSSES SPACING "L" BRACE "L" BRACE "L" BRACE PLACED ON EITHER TOP OR BOTTOM OF 24" 0'0" - T-0" 3'-0" - 6'-0" 6-0" & GREATER THE BOTTOM CORD) SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING `MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) -I.VIY I . DCFIRIIYU GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. tiq LU ✓,9 O� Y CORNERJACK W z cc O U HIP FRAMING REFERENCE PLAN DROP CEILING FRAMING SCISSOR TRUSS 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 -0 1,13 o o r I y Q r" J > > LU �e``�01��SItttP Poll/E��,i ``\`N SRO N •' e•• '• �( • �J COC�� O U 6 o '��/�O�E•aS10N� N�� /pl/1fNlIR1°tldt4t� 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 F o g8 v a �_ 0 o S �_� " <innL � Mi M � ik LL Q @ u- u_ W 13 a Z -ec,rn " _o 0 W at N 'ri U-) N L 0 Z � J Z N do U W o❑ V M � z z � a � � ^^ W'' Z M 11' T LU LL f6 W U p Tom• OLU 8 V1 Cl- �w � U 4 z� Q � 44 o W �z s U_ N �R g o 8° =Zo N Da F— ni S z U o a0 0a O � °di � � N N i$ w� =mo z 3c aoLL N C gU 2 O > J ° G • Z E" U W �� *0TW o T. DLL H� Nz a= C00 0a o~ za U3 C o T > M m �. CD Fes— T_ O^0 COr Q CL CCC>fl r+ i m Q �-- LO 04 =' O O c N M r LO E ' z W 7 In ` C E A3 c a U � Q p JOB NO: 22-08381-08378 SCALE : AS NOTED SHEET NO. S5 71NIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT d- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. VVI\ 1 . I..JL/'9r\IIgV GABLE END BRACING DETAIL 12" SH SCHEDULE ,TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON —DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING w/ (3)1 Od 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. 20'-0" MAX 20'-0" MAX "X" BRACE SEE DIET. J/S5 -t CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Clfh1h14 �l: STOP CHORD 2x4 #2 SYP BRACING SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16 O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIREDZBOTTOM CHORD GABLE END BRACING 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN (L� AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. I "L" BRACING REQUIREMENTS 2X4 BRACING @ 48" O.C. CONTINUOUS TO OVERLAP TRUSS BRACING FIXED LOCATION ATTACHED W/ (2)10d AT PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP STUD NO (1) 2"x4" (U.N.0.) 2"x6" (U.N.O.) EA. TRUSS (NOTE: BRACING MAY BE WOOD TRUSSES SPACING "L" BRACE "L" BRACE "L" BRACE PLACED ON EITHER TOP OR BOTTOM OF 24" 0'0" - T-0" 3'-0" - 6'-0" 6-0" & GREATER THE BOTTOM CORD) SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING `MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) -I.VIY I . DCFIRIIYU GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. tiq LU ✓,9 O� Y CORNERJACK W z cc O U HIP FRAMING REFERENCE PLAN DROP CEILING FRAMING SCISSOR TRUSS 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 -0 1,13 o o r I y Q r" J > > LU �e``�01��SItttP Poll/E��,i ``\`N SRO N •' e•• '• �( • �J COC�� O U 6 o '��/�O�E•aS10N� N�� /pl/1fNlIR1°tldt4t� 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 F o g8 v a �_ 0 o S �_� " <innL � Mi M � ik LL Q @ u- u_ W 13 a Z -ec,rn " _o 0 W at N 'ri U-) N L 0 Z � J Z N do U W o❑ V M � z z � a � � ^^ W'' Z M 11' T LU LL f6 W U p Tom• OLU 8 V1 Cl- �w � U 4 z� Q � 44 o W �z s U_ N �R g o 8° =Zo N Da F— ni S z U o a0 0a O � °di � � N N i$ w� =mo z 3c aoLL N C gU 2 O > J ° G • Z E" U W �� *0TW o T. DLL H� Nz a= C00 0a o~ za U3 C o T > M m �. CD Fes— T_ O^0 COr Q CL CCC>fl r+ i m Q �-- LO 04 =' O O c N M r LO E ' z W 7 In ` C E A3 c a U � Q p JOB NO: 22-08381-08378 SCALE : AS NOTED SHEET NO. S5 STOP CHORD 2x4 #2 SYP BRACING SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16 O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIREDZBOTTOM CHORD GABLE END BRACING 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN (L� AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. I "L" BRACING REQUIREMENTS 2X4 BRACING @ 48" O.C. CONTINUOUS TO OVERLAP TRUSS BRACING FIXED LOCATION ATTACHED W/ (2)10d AT PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP STUD NO (1) 2"x4" (U.N.0.) 2"x6" (U.N.O.) EA. TRUSS (NOTE: BRACING MAY BE WOOD TRUSSES SPACING "L" BRACE "L" BRACE "L" BRACE PLACED ON EITHER TOP OR BOTTOM OF 24" 0'0" - T-0" 3'-0" - 6'-0" 6-0" & GREATER THE BOTTOM CORD) SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING `MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) -I.VIY I . DCFIRIIYU GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. tiq LU ✓,9 O� Y CORNERJACK W z cc O U HIP FRAMING REFERENCE PLAN DROP CEILING FRAMING SCISSOR TRUSS 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 -0 1,13 o o r I y Q r" J > > LU �e``�01��SItttP Poll/E��,i ``\`N SRO N •' e•• '• �( • �J COC�� O U 6 o '��/�O�E•aS10N� N�� /pl/1fNlIR1°tldt4t� 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 F o g8 v a �_ 0 o S �_� " <innL � Mi M � ik LL Q @ u- u_ W 13 a Z -ec,rn " _o 0 W at N 'ri U-) N L 0 Z � J Z N do U W o❑ V M � z z � a � � ^^ W'' Z M 11' T LU LL f6 W U p Tom• OLU 8 V1 Cl- �w � U 4 z� Q � 44 o W �z s U_ N �R g o 8° =Zo N Da F— ni S z U o a0 0a O � °di � � N N i$ w� =mo z 3c aoLL N C gU 2 O > J ° G • Z E" U W �� *0TW o T. DLL H� Nz a= C00 0a o~ za U3 C o T > M m �. CD Fes— T_ O^0 COr Q CL CCC>fl r+ i m Q �-- LO 04 =' O O c N M r LO E ' z W 7 In ` C E A3 c a U � Q p JOB NO: 22-08381-08378 SCALE : AS NOTED SHEET NO. S5 AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. I "L" BRACING REQUIREMENTS 2X4 BRACING @ 48" O.C. CONTINUOUS TO OVERLAP TRUSS BRACING FIXED LOCATION ATTACHED W/ (2)10d AT PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP STUD NO (1) 2"x4" (U.N.0.) 2"x6" (U.N.O.) EA. TRUSS (NOTE: BRACING MAY BE WOOD TRUSSES SPACING "L" BRACE "L" BRACE "L" BRACE PLACED ON EITHER TOP OR BOTTOM OF 24" 0'0" - T-0" 3'-0" - 6'-0" 6-0" & GREATER THE BOTTOM CORD) SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING `MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) -I.VIY I . DCFIRIIYU GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. tiq LU ✓,9 O� Y CORNERJACK W z cc O U HIP FRAMING REFERENCE PLAN DROP CEILING FRAMING SCISSOR TRUSS 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 -0 1,13 o o r I y Q r" J > > LU �e``�01��SItttP Poll/E��,i ``\`N SRO N •' e•• '• �( • �J COC�� O U 6 o '��/�O�E•aS10N� N�� /pl/1fNlIR1°tldt4t� 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 F o g8 v a �_ 0 o S �_� " <innL � Mi M � ik LL Q @ u- u_ W 13 a Z -ec,rn " _o 0 W at N 'ri U-) N L 0 Z � J Z N do U W o❑ V M � z z � a � � ^^ W'' Z M 11' T LU LL f6 W U p Tom• OLU 8 V1 Cl- �w � U 4 z� Q � 44 o W �z s U_ N �R g o 8° =Zo N Da F— ni S z U o a0 0a O � °di � � N N i$ w� =mo z 3c aoLL N C gU 2 O > J ° G • Z E" U W �� *0TW o T. DLL H� Nz a= C00 0a o~ za U3 C o T > M m �. CD Fes— T_ O^0 COr Q CL CCC>fl r+ i m Q �-- LO 04 =' O O c N M r LO E ' z W 7 In ` C E A3 c a U � Q p JOB NO: 22-08381-08378 SCALE : AS NOTED SHEET NO. S5 HIP FRAMING REFERENCE PLAN DROP CEILING FRAMING SCISSOR TRUSS 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 -0 1,13 o o r I y Q r" J > > LU �e``�01��SItttP Poll/E��,i ``\`N SRO N •' e•• '• �( • �J COC�� O U 6 o '��/�O�E•aS10N� N�� /pl/1fNlIR1°tldt4t� 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 F o g8 v a �_ 0 o S �_� " <innL � Mi M � ik LL Q @ u- u_ W 13 a Z -ec,rn " _o 0 W at N 'ri U-) N L 0 Z � J Z N do U W o❑ V M � z z � a � � ^^ W'' Z M 11' T LU LL f6 W U p Tom• OLU 8 V1 Cl- �w � U 4 z� Q � 44 o W �z s U_ N �R g o 8° =Zo N Da F— ni S z U o a0 0a O � °di � � N N i$ w� =mo z 3c aoLL N C gU 2 O > J ° G • Z E" U W �� *0TW o T. DLL H� Nz a= C00 0a o~ za U3 C o T > M m �. CD Fes— T_ O^0 COr Q CL CCC>fl r+ i m Q �-- LO 04 =' O O c N M r LO E ' z W 7 In ` C E A3 c a U � Q p JOB NO: 22-08381-08378 SCALE : AS NOTED SHEET NO. S5 42 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. -END SHEATHING TO )F BEAM OR GIRDER 1TE W/ ' O.C. )OR TRUSS/JOIST 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSIc 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 w w INSTALLED PER. MANUF. o SIMPSON HETA20 w/ (8)10dx1 1/2" N NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 15/37OSB �I EXPOSURE 1 \ x II SHEATHING x I PROVIDE II II BLOCKING AS REQUIRED PER II II SECTION X-X IF i NOT FULL HEIGHT SHEET_C II II II II G I FLOORSYST M (2)- 2x TOP PLATE BEYOND I F T —T II F EXPOE 1 EXPOSUURR SHEATHING w II II II x SOLID 2x m III C III II II II I ALL o BLOCKINGSHEATHING C EDGES(SEE m III OPENING SECTION X-X LU III C III x II 7111mw II IT rTx E _ W 2x STUDS w III � III II II II BEYOND. v I I I I) I SEE PLAN n III II I II II I I 0 II I I III WALL SHEATHING MAYBE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Ys" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Yg". ti ? 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 © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wl 8d COMMON NAIL. 06 OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ai O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. 0 w/ 8d COMMON NAIL wLu LL 0 M O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER > ¢ r O m�000 w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. O F m LL LL @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL z a w O O~ MEMBER IF GABLE END v LL NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/7' 2x4 P.T. BASE . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8". BLOCKING BETWEEN FLOOR WALL SHEATHING SEE PLAN SYSTEM u.A1 1 r1 r1/ATI/1\1111 A O%M A AA A FLOOR CONNECTION g S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 318" SPACING $" FOR ADDITIONAL INFORMATION. I 3/4i—, 1/2" S 1/2 S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NIL EDGE SPACING 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 w/ 7116" ROOF FLASHING AND ROOF FLASHING COMPONENTS REQUIREMENTS SEE R905.1.1 JOIST AT EA. STUD PROVIDE CONTINUOUS (8)1Od NAILS TO FLITCH PLATE TO w/ (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. STUD PER STRAP TO MASONRY BELOW PLATE TO VERTICAL w/ (4) 8d NAILS CODE 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN 2"x BOT. PLATE W/ (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING ACCORDANCE w/ ASTM D7158-CLASS G or (2)10d @ 6" O.C. FLOOR SYSTEM 'EQnr�" 12 H, or ASTM D3161-CLASS F, IN SECTION X-X ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL BAND JOIST INSULATIO ROOF SHEATHING -SEE NOTES: " USE BAFFLE SCHEDULE - [RSH1- ON FRAMING SHEET FOR *SIMPSON LTP4 w/ LTP4 & EXTEND SIMPSON MSTAM36 C WALL SHEATHING INSTALL. INSULATION P SHEATHING AND FASTENERS (12) 8d x1 1/2" NAILS @ 24" O.C. SHEATHING TO BOTTOM OF RIM S6 &NAILING SCHED. CHART ON FLOOR PLAN ALUMINUM DRIP EDGE BOARD/BAND a 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 2 1/4" 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 MANSONRY NAILS OR DRYWALL SCREWS 7" O/C I ATTACHED WALL SHEATHING TO JOIST AT EA. STUD WALL PER STRAP SFFA p0� CEILING & 8" O/C WALLS 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" WOOD TO MASONRY �qN 2-ROWS NAILS DOUBLE 2xS.P.F.TOP PLATE - ATTACH 2xSTUDS O.C., 2 ROWS 2ND FLOOR FRAME CONNECTION E CONNECTION W/MSTAM36 LL STAGGERED @ 12" 0/C EACH E FACE OR 3-ROWS 12d NAILS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ 1xC.,2RR STAGGERED @ 12" O/C FOR CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A ~ 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 N NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 UPLIFT CAP = 928 PLF /12d SHEATHING JOINT FOR MORE INFO SHEAR CAP = 355 PLF TOENAILS T/B SEE FLOOR PLAN NOTES FOR o w SEE J/S6 FOR ADDITIONAL INFORMATION. REQUIRED CONNECTION 16" O.C. 2X S.P.F. STUDS 0 = O 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 (2) 2X HEADER SEE PLAN APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2)10d @ 6" O.C. � � METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD • INTERIOR HEADER: 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od =) U- U- = LAYER 1/8" THICK. 10d NAILS @ (1) 2x SILL PLATE W/ (2) COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD INSULATION PER BOX HEADER 811 O/C TYP. 12d TOENAILS 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W I `Y 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 g 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. EQU4L 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 - 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 ��% Op F FLOOR TRUSS / OPENING 2" x 4" WALL 2" x 6" WALL STRAPS 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" FNiOR EAM SIZE JACKS END STUDS JACKS STUDSEA EA END EA END EA END SIMPSON GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" G DRYWALL NAILS OR DRYWALL SCREWS 7" 0/C STRAP 1'-4' (1 (2 1 2 (1) LSTA30 CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 41L 4-4(2) -- (3 (2) (2) (1) LSTA30 "T" CORNER SEE PLAN FOR REQUIRED 9'-16' (3) 3 (2) (3) (2) LSTA30 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT CONNECTIONS INSTALLATION PER BILK. W/1#5 ROD CONT. FILLED �� TYPICAL T" AND CORNER CHART ON FLOOR PLAN SOLIDW/GROUT LOAD BEARING/EXTERIOR FRAME NOTE: LAP SHEATHINGTOBOTTOMOF DETAILS N DETAIL FLOOR TRUSS 0 WALL HEADER DETAIL M BAND JOIST TYPICAL SCALE: N.T.S. S6 "- �- �� SCALE:1 1/2 0 ��6 S6 —ARCHITECTURAL .IIIC . • . BASEBOARD • 00 PSI CONC... MIN. PSI MAY VARY PER MUNICIPALITY �C I III �I�li wwI1.T11t'��L^�ll. ,> 1=11. L=11.=11�111 �L-11' WW • : I l �l llll �I:II� Il' Jr l�ai! FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE GRADE 00 " I `-STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-811 TYP 2-STORY WALL SECTION ,1 REV.03.16.21 SCALE:3/4"=V-0" S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS °O SEE FRAMING WEEP SCREED z z '- 9 PLAN '' . ' INSTALLED PER MANUF. +'• r 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dxl 1/2" I I O/C FOR THE 1ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION KR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH • — d. ` • - T 11 1� L(m--�[ [— — (3) #5 CONT. ON 3" 8" 11-811 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH 1 a .. rs- d ' A . M .11I_III_I11_II A III -III -III II -IIMII-III -111� III IIA A �I,;IIII (3) # 5 REBAR ON 3" CHAIR 411 1-8I I —I PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE s I 4 � W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 T3 i A. C O i-? t 0 r _ - t.. 0 _ T .,; .. i3i 0 LLJ rror��fPf��f� \`\\��:r 8 N �,-,-\Tb '•. F L , ot �OFSSION` "\i�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a E H o g8. 0 � to tnN O`�. LL ajM-r C -j LL W LL LL a w Z L M °; a se �2O_jO' m w Z 00 N N Z Q LLW 0 Z OU W pp 0 R Z N z z Q 04 0) N z �4-J w jt LU f6 W U 0 w N c d w Q C C,W M � Z LL I a E (J f6 t z 0 < �a U 0 p U Z 0 o E cv O aF �= 8 <� ¢� w m = N � NO .3Y ~z Z tp J 3 a " QW z (z)w 8 Q. $ U d � W g N Z �, �g c o r > M m F W V� L d- n o^O Co Q 0 C�o C.0 Cr Q -' c o r N LO E 0 Z 7 y E eis a E w U € JOB NO: 22-08381-08378 SCALE : AS NOTED SHEET NO. S6 CD v 9 <n J� M 0 0 J to O 0 v M CAD 0 J 0 o+ bV— QN Q i v i v c H N 0 J• 'o i 0 is J N 0 a CIO 0 v v IO 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). 1 3/4 x 11_ J VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AN NAILED TO LANDING BLOCKING D 2x4 PT NOTCH`_ INTO STRINGER H D —2x8 BLOCKING FOR STRAP L-1 x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " - 1'-0" THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS / \ ' / / 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON oo AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER / 2x12 TREAD GLUED AND NAILED ' 2xi I DIrFTS P 2x4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU STRINGER AND TAPCONED NOT TOUCH STRINGERS AT STRINGER CONTACT / / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS / _ _ 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: I" = 1'-0" 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN J" '' / AND J" GAP TOP AND BOTTOM, GLUED AND / NAILED TO STRINGER STRINGER MUST MAKE FULL \ 2x4 BEHIND RISER j CONTACT WITH LANDING BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO —FLOOR 2x4 DRAFT RISER AND TREAD STOP i JOIST SIMPSON A35 OR / / 2x8 SYP DRYWALL STOP MUST / LSC EACH NOT TOUCH STRINGERS STRINGER 2x SYP CUT TO FIT BEARS IN WALL x12 SYPB' BEARS IN WALL x4 BLOCKING FOR 2x12 I I 2x4 PT UNDER 2x12 C I 2x6 SYP I 1 1 ROVIDE MOISTURE I / / PROTECTION LAACH ALL COMPONENTS 2x4 SYP BLOCKING STAIR TO CONC. W/ I" X / 2x4 PT NOTCHED INTO STRINGER FOR STRAP TAPCONS @ MAX. 32. O.C. AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ \ / AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND \ / / \ \ NAILS) / OF STAIR TO CONC. W/ T" X \ NAILED TO STRINGER -- � / / 2 4" TAPCONS @MAX. 32" O.C. \ / 2x4 CUT ON BEVEL � � — — � / DOES NOT BEAR IN D D WALL GLUED TO L-1 I2x8 F SECTION VIEW "A" SECTION VIEW "B" G. -- SECTION VIEW "C" SCALE: 1" = 1'-0" SCALE: 1" = 1'4' SCALE: 1" = 1'-0" 2x8 JUSTRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER \ SYP FULL CONTACT WITH LANDING / TOP OF ' \ STRINGER / TREAD 1x4 GLUED AND NAILED TO STRINGER FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO 2x4 DRAFT GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK 8 SYP STOP PER CONTRACTOR PROVIDE �/ �/ k-2x8 SYP MUST NO T OUCH WALL STOP \ BLOCKING 1 2x SYP CUT TO FIT I 1 STRINGERS ' I BEARS IN WALL I G I 2x8 SYP I 2x12 SYP BEAR EI \ IN WALL 2x4 BLOCKING FOR 2x12 OR LSC A35 ip, i I 2X8 BLOCKING 2x4 PT UNDER 2x12 OR LSC EACH FOR NEWEL POST 2x6 SYP , STRINGER \ TO ANCHOR TO. - i PROVIDE SOLID BLOCKING (GLUED AND NAILED) SIMPSON A35 OR \ F2X4 SYP OR STRAP BLOCKING / OPTION: 2X4 CUT ON O LAYER �" EDGE GOLD BELOW ALL NEWEL POST LSC EACH OSB OR PLYWOOD BEVEL GLUED AND FROM JOIST TO JOIST. USE (SIMPSON MTS12 w/ OR 1 a"X16" LVL STRINGER b;;� bi�� 2x4 PT NOTCHED INTO STRINGER NAILED TO SUPPORT 2 X 12 BLOCKS, GLUED AND FLOOR / AND NAILED TO FLOOR WITH GLU NAILS) 10d x 1 1/2" ATTACHED W/ 12d NAILS \ NAILS) W/ SIMPSON H3 @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES 2X4 CUT ON BEVEL / AT STRINGER CONTACT POINTS / AND VERT. DOES NOT BEAR IN WALL — /' NEWEL POST SECTION VIEW "D" SECTION VIEW "E" SECTION VIEW "G" BLOCKING SCALE: 1" = T-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" FILLER STRIPS ADDED "PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" ER IED ,ILED SECTION D-D SCALE: 1" = T-0" -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 1 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS H / 0 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) ERROR, / D ' FT SIPP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x4/GLUED AND NAILED TO STRINGER i FOR DRYWALL SPACING �H E SECTION VIEW SCALE: P = 1'-0" On F F -2x4 ST( 2x4 NOTE: 2x8 ' \ DRYWALL STOP / NOT SHOWN F SECTION VIEW SCALE: ? = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H II 2X STRINAR 2X BLLOCKING PSON MTS12 w/ 10d x 1 1/2TAILS 3 D OR 34D 2X BL07NG RISL$ / VARIE ECTION VIEW "H" SCALE: 1" = T-0" ev ; p va = L. ^ 0 7 p— 4\\\\11t�I;IfIPi lira, Q / zr r��` �. FLOC`•' RO F E S S I O � �r�t/itttltttl�►��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 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N � o � Ih M a 2s u- C w LLa rpLL LLLL S 5 32 Z J� a °' a o W :3 (ONE zc �2pjO' m W w Z N N Z ¢ J IL a O U d 08 Z W ❑ ❑ U z� Z ¢_ rz � 13 U) cl) V) Z LL LLJ f6 w W � U 0 LIJ W CS Q U o z z _j E wo 2,U_ >� Q p- E �� zo wa cD c o XV a� so V �z Z- N � i ao co � ro � C OU s mi 0 ZLL > � Z cnq rA J < a� z o � W 0 =k Milli! p CjD �I= c o 7-- > M Z � rn m m o^O CO Q O T c Zo rrnn O cd� v J m Q Ln �.� o0 C (-I M T LO N ^ �I' O z z N m a v U ¢ p c JOB NO: 22-08381-08378 SCALE : AS NOTED SHEET NO. ST 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER —1x4 1/2" DRYWALL ♦ UNACCEPTABLE INSTALLTION � DOOR JAMB (REFER TO PRODUCT TO PRODUCT P. To PRODUCT MAX. 8 ♦♦ DO NOT DO THIS ♦♦ PROPER INSTALLATION ♦ ♦ 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. APPROVAL FOR CONN. APPROVAL FOR CONN. ! ;' APPROVAL FOR CONN 1x4 // /" " 1 X 4 1x4 P.T. FURRING 3/16"� X 3" LONG �" ♦ ♦ #5 REBAR (TYP) ♦ ♦ ♦ ♦ ♦ ♦ 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" „ FURRING (2) ROWS 3/16" x 3-1/2" "' 3-1/4 LONG X 3/16 FURRING " TAPCONS �P )BAR ♦♦♦ ♦1♦ 6" O.C. EDGES AND 12" O.C. FIELD �. O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16" O.C. & 4" 2X8 STAGGERED @ 16" ♦ ♦ ♦♦ ♦♦ _ 1x8 P.T. FROM EACH END w/ MIN. iX8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE 1 DETAIL MASONRY THROUGH ♦♦ ♦♦ STD, 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d „ P.T. 1-1/2 DETAIL 1x8w/(2) ROWS 8d�NALs 3" DETAIL STD. 90^ ♦ ♦ @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 STAGGERED @ 12 O.C. FILL SOLID HOOK (TYP.) ♦♦♦ ♦♦♦ BOTH CELLS FACE NAILS 10d @ TRUSS VERT. WEB 3116" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT a40, METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALLA TO PRODUCT= 7// NOTE: LAP SHEATHING To DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN, ;; ; , ; 2x8 P.T. w/ (2) ROWS 3/16" T ♦♦♦ BOTTOM OF BAND JOIST TYPICAL x 3-1/2 TAPCON @ 16 .♦♦ ♦ APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" �/- O.C. & 4" FROM EACH FURRIN ♦ ♦♦ ' TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. ♦ NOTC @FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ♦ ±2" ♦ ♦ ♦♦ w/ (4)1/4xl 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ♦♦ - INTO BAND JOIST & 4 1/4" O x2 3/4" 2x DETAIL 21 /4" DETAIL STAGGERED @ 12" O.C. 3.1 /4�� DETAIL NOTCH WEB AT THE ♦♦♦♦♦ FIRST -1 r- - TITEN INTO K.O. BLOCK +5^ 2 COURSES ♦ ♦ L BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED CELL PER -71 FOUNDATION PLAN FILLED CELL INSTALLATION rH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S, SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY _ W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. 16100 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND SOLID w/GRouT ` 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS P TRUSS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SEE OTEUS BELOW ° 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d ;. 8d NAILS AT 8" O.C. AT BUCK ', r SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2x SUB FASCIA 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE ALUM DRIP EDGE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATIONF 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM I I ALUM FASCIA BRG WALL TYPE —r-- FOR OVERHANGS BETWEEN OVER 1 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. I PER PLAN I I 1-3/4" TRIM PAINTED OR CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ° ' ' °•' �.' •: SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EAFACE OENDRCH W/ (3)10d NAILS RETROFIT TRUSS DETAIL I I n F CHANNEL, I D ASS NQa 24"AIL /O C HEAD . ..: . OVERRAN., �. :. CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. FASTENED PER I NOTE 2 BELOW l- CONT VENTED OR SOLID SOFFIT °• INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE WITHIN CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4 MIN. OF BRACE RACE BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH w/ 3-12d NAILS, TYP. (**) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED W/ 3 #6 X 4'/s" WOOD ) () NOTE: FOR OVERHANGS LESS THAN 314"- NO REPAIR REQ'D. 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING ARCH DETAIL i 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ LISTED IN THE DESIGN CRITERIA ON SHEET SN. MIN. 4 EMBEDMENT AT 16 O.C. . 2FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL 1'-0" 5'-0" SCALE: N.T.S. SS i2 JACK TRUSS PROVIDED BY SEE PRODUCT APPROVAL) F CHANNEL FASTENED TO: TRUSS COMPANY OR - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT PLAN 2x6 #2 SYP @ 24" O.C. WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE EMBEDMENT INTO ) B-B PER NAILING SCHEDULE ALL ° ° '° /4" MAX 2,-0,� 8.. STRUCTURAL SOFFIT ° , . �: ' • • , , P ° • #5 BAR 10' ° CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON H2.5A (10) S F01 .' • . ' IN TOP BLKG. &BUCK 2X6 TO 2X4 w/ SCALE: 3/4" = 1'-0" (**) FOR ALUMINUM SOFFITS WITH SPANS ► • 1 X 4 FURRING 8d NAILS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER _ s a : ' KNOCKOUT / iv THE SOFFIT FL PA INSTALLATION CRITERIA :e ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* MONO FOOTING 00 NG PROVIDE 2 x 8 DIAG. BRACE B I PR VIDE 2 M N O O CONT. W/ (3) , SIZE AND REINF. PER PLAN ' � - •'. ' VERT. BRACES WHEN HGT. OF TAPCON AT EA, SIDE 12d NAILS AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL • 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT z TO BE INSTALLED 00, 4'-0" MAX E PLAN TRUSS AS SHOWN FOR O.H. UP TO T-6" 2X O�ERNq • BUILT UP PLWD. BUCK - * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. ° TANDARD N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + + �FNGl (2)10d NAILS @ 8" O.C. N 90 HOOK #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4%' WOOD + + TO TRUSS TOP CHORD FILLED CELL L +' • 'L, •- - L 8d NAILS 2 x4 SOLID BLKG. (FULL WIDTH OF WALLS) 4 MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" + + PLYWOOD SHEATHING ,',, ,• , • f ,• , • f , • f ,• THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + + ilk ANCHOR INTO ARCH BLKG. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K DESIGNED ONLY FOR THE SECTION @ENTRY L + BLOCKING AS REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE _ SCALE: 3/4„- 1-0' SS TRUSS + REQUIRED TO SUPPORT MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH + SOFFIT 2X4 SYP ... SCALE: 3/4" =1'-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR °'� CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE LINTEL EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL ENTER SO IT DRILL 3/4"4" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR FOR OVER HANG MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT, TOP &MID OCCURS SECTION @ROOF EXTENSION (N #5x6' EMBEDDED INTO EXISTING BOND BEAM z 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 WITH MIN. 3" COVER 6'-0" SCALE: 3l4" =1'-0" SS 0 (EVERY OTHER a FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° O SEE SHEET D2 AND SIMPSON HTT4 w/ (18)10d x 1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL :. . . ° p p p w A REINFORCING AS FOLLOWS: SEALANT — FLOOR PLAN FOR 1/2 NAILS TO STUDS & (1) - MORE INFO Q 1 U_ o- * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. p ° g ' 5 /8" DIA. ALL THREAD ROD �, g #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6 MIN, LAP SPLICE W/ p p EPDXIED w/ SIMPSON SETi,, z EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL "" EPDXY MIN. 6 EMBEDMENT & _ ¢ Cr, FILLED CELL SMOOTH. DO NO FURROW. p.• ° 3" MIN. EDGE DISTANCE N DRILL 3/4"x5"MIN. HOLE F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE p, ' p SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP p e G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: N REMAIN FREE OF MORTAR. z \ ' H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g n TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° �4 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ p (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) 16" A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN MIN. 2 WITH MIN, 3" COVER EA. WAY (-STORY) EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J0 1 SCALE: N.T.S. 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. RETROFIT FILLED CELL DETAIL 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" RETROFIT FOR MISSING FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" vQ CL_ G 0 - l:; .. r w \\`,\, O vv, eR ciall z: '• C5 �•., FLO •� Illltitt To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 'W E p N 8 = 0 24,- N c i ;,� M b ip LL a C J 2gZ LL W coU. LL S a. W o °' m c Z �=a 0 Oi > F0 N (p o Z Co u' Cl)Z d IL N 0 V Z W a❑ z � z � z Q a N z 9ol � W W o a V ) O w g V) c D r c Lo o Cl) M o Z LL t2 E N V io " oz Z >Fj �aR z® oa f- @ E XU U p 0U O °a Z O N ai ,z o to �z ¢Uj L • ro - C � � �U ^ m0 o Oz Z, J 2 ab g QW �z Z ao E W) It aLL N� � y CIS t�0 W � 0 aO U o T > CM 0 00 C T Q r� O I U) m V C� cep CN Ln H04 O O �..� c .� •,Q N r -q* M L0 E cc ^ 3 y z° cc m Ed E -o c a U ¢ p JOB NO: 22-08381-08378 SCALE : AS NOTED SHEET NO. SS PASCO COUNTY I?tl11, I _ I��J� IAI��[� �I 'P> irtlr7ff"TRI'11Wr'I+-!rrr1-1 iIIIn11 1111 11prI I" fl,11111111110 Tii,f+l!r!1g1,1111r 111111WI191IFF 11FIFIfV1111111' 11111:11111M1111II�1- 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 e 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME TI 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 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# 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 WEATHER ✓E BARRIER & ;ARILY 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 JOU UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING-� NAILING FLANGE 1 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING MIA EXTERIOR DOOR WITH DECK 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 dl 1'4" PER PLAN 1'-0" PER PLAN SHOWER SEAT a FI SELF -ADHERED FLASHING OUTSIDE CORNER DOOR ROUGH OPENING WINDOW UNIT 1`I ^mm FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 Genetal. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-V BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER water within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means PROOF CAULKING CEMT. FIN. y y p g g q y SELF -ADHERED FLASHING , - 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 SUBFLOOR 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 RIM JOIST i 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. '�i R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over 1 wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 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 1 CEMT. FINISH SILU POTSHELF/CHIMNEY SHOULDER 1 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 RUBBERIZED ASPHALT INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW pp g 9 Pp (SEE DETAIL WP01) 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 SELF ADHERED FLASHING, ' �"• (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE PAPER TO AD ESVEASSHOVM) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the EXTEND A MINIMUM 6" VERTICALLY FROM pptype of sealant. Fluid -applied membranes used as BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING . 1.3 1.3. In accordance with other approved methods. ' INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMANVDMA 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.Conti nuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in putters. :LF-ADHERED FLASHING TCH HERED FLASHING 5I1 2 4 W rn m XV I I I I aa.. a duJ PLASTER STOP I-- - W CONTINUOUS BACKER U ROD & SEALANT W W = oc Q � W �0 A d a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER 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 I � I ! I I ACKER_ ROD FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH 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 N , = O p3 LI_. f - 01- L0 � _ - r7 a? 41 - C}y w L;u i0 :7J s 'D LU N 0 N_ ti 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W o o (0 c �� P u_ M Q M V LL u_ 1. LL W Z 11 � J a m C a L :CEO-rn�n� W0 W Z 0 m J °'IL inN ZN o Ci W 013 U Cl) z_ N z z � a U) - N C9 0 f6 w a o I j 'fit+ U O W s ' w ,- fl LC I �j U o c • Q N co w o H � LJL cd E Ui > � Z ® ca n3 ao W� I- x c'� i °< v g Z Z ,_ CDE aza (� Q) z OY ya O OLL Z C QW �z �i W � NW (D 00 W GIs ro mi =I¢ aF c o T o T_ 00 Q rl- O T- Co Cr Y d- fl m +4-1-+ N O LO O OO C N M -0 T LO ' 1 o Z cEo Z E in t6 rp o_ E •• U � v Q Ij c JOB NO : 22-08381-08378 SCALE : AS NOTED SHEET NO. WP kxuRRiRAn�E Mountfeg Bradoots firs t; 41 /2a x41 t2' x 3-12" "a Goss Support (May be -cur to W) See Anchor 112*0hii. A325 (TXN•) (160auge) V Sceev1111 10.5/It" A/C Unit bottom Edge Hunicarle $rap (7yp�t 3 in fronll) Wa6hers Front Cross Support SeML-xkirtp Nuts (May be cut to W) Left Bradtet(16Gauge) 014SeV-QrAingStrevirsThru4raekeois Back Cross Supoort"a A/C Una Bottom Sidi (Typical: 3 each side for hurricane Use) Rijn 'Jparui. losmtitli wig 4mrdsassaara eec pre inlet wait ea h Iatuo.Al. lllwc VrW a�p2tr1 t -AAU artist aapuae Florida Department of Business is Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 cr 1 liltd2021 raft a,>ms 111t Bata Date puldner RM 11M yawn Fill[ i fry Inetnae&Loslro Valdatedit )fawned Sharp t'ISCAcara`al dae[gXe9 am Animation 2020 Snag Verdi PrrdudA ins. Harmer! Graham Hermes F. Nawo P.E Locke B-d. P.E. 12M&2020 12l"Imm 12282020 Approved Calegay. SAXIIrN Components (077)441-H380 PE-73776 (334)30D-1800 0d6Campur. Products Introducedss a R.ah Of mccesmertwntcom N-Technology canpirnn aaehoR Evlkuation Report tan a Florida Reelected Architect or Uansed Fiords Flotcsebnd Engineer b" Produrlatads. leerierrwm. j+l p guallar awrmm -'•-E--.pieIn Aperowdfer Use AmrowdfWUU Hvliz Outside HVHZ knpaa Frindertand Dodo PL7AM 1 amenvent Mcdat a1S46510 Dual Function Flood and Vedreffm Vam 120 n023 Yes Yes NIA 410pLI00 2 SarNont Mode; 81546511 Net Funo9on Flood and Venpation Ved 12J31non Yea Yea NIA +tookloo 3 SmartVan Maier 01540-520 Irt lle Fl Yet 1V31/2 Yes Yes WA •100F100 4 Srrertvem Model a1546321 nsrgted Flood Vam 1=l2a23 Y. Yea WA rtoo/-1 DO 5 S dV4" Madei a1540.524 16&qucl; Genga Door Flood Vam 120112023 Yes Yes NIA WA 9 3rsrtvent Model#1546570 Wood Will lnselated FIDO Vem 12131,12023 Yea Yea NIA +IODFIDO . emartVerd Model W646574 14.511qual: Gang* Door Flood Vann 120312023 Yes Yes NIA WA Florida Department of Business & Profesalonal Regulation Building Codes and Standards Product Approval Application Detail Few at tnv2ati Code 1MM or 991 ilia 1 pY! ]Yet YJmin tYD18aCY0L SatNGI fout*r&tiunaa lakwom Validated nwiotlatl LuLa armM( ilp®utl I n R.0.1- 2020 Drexel Metals. Inc. Jason Shutters Zachary R. Priest Locke Bowden P.E. 08n02020 081092D20 ou202420 10113rs020 A1proad Ca4pery; Rodin 1SM 303.1511 PE-74021 (334) 200-18DO ad6Categarn Meth Racing yhumetaQarenmd.com C,Mp&ae. Memos EwJuatlm Report firm a Flortla Registered Architect ore Licensed Fiords Prdarlond Engines, OLalerd suffame AoomX4dfor uee &tareaill rlix Impact D"km t Product Road. audse or firm* 1 moon InHVHZ R Plawn i Dnssl Melon R*ofng Systems DUG 1001,18, DMC 15088, DMC 175S, DMC 20D8, 12/312025 Yes No NIA +a-1a0 DWIC 5V Florida Department of Business & Professional Regulation Page 2 d4 Building Codes and Standards 1254022 Product Approval Application Detail saw 211111. 10 211111211111111111111 Q& Tjy_ Version Manufacturer contact Enalnaer&License Valkwoo By Vsi� n8ud taW. FBC..ADoroYel Approved Status Revision 2020 Thear a-Tru Corporation Shave Josperson Lyndon F. Schmidt, P E. Ryon J. King,P.E. 04M52D21 12131202D 0422/2021 03052021 Approved Category: Exterior Doors (800) 043.7826 PE-43400 (S13) 767-8555 Subcategory: Swinging Extenor DoorAssemblies xjas"rwn@thuTrmtru.co Compliance Method: Evaluation Rgsrtfrom a m Fiords Registered Architect or Licensed Florida FLtt9A4se4s Professional Engineer PMOUGN Pretluek Mptlel. NNmber a Wee QualaVAssurance Den1rH(:t Exelradpn Dehe Aporoleedfor Usa Acprewdfor is NVHZ culWtle Use HVHZ illlliti H2&= Design, Premature 1 a. Thama•Tm FiberCbsa)c and Smooth -Star Nominal 86M90;8 8quotin uct&quot Opaque 12/312022 No Yea Yes WA Composite Edge Fiberglass Single Door (InVem2 )UftV ig: X obrmgUmton). 2 b. ThermaTnu Filler-Cr2saic and Smooth -St r Nominal B&M.8 4tioklmpact6quert Opaque 12J3lr= No Yes Yes WA Composite Fie Fiberglass Single Doer with Sdelte(s) 6moninsoovmn4lg; XO, OXor OXO conflgurwtions) 3 a Therms Tru Fiber-Clasaicand Smoot-9tar Nominal ( :8 8quotimpacMquot Opaque 12131r2022 No Yee Yea WA Composite Edge Fiberglass Double Door Wth or without Sidelites OrnsMrglOutsW ng: XXa OXXO Conrlgurstions) 4 d. Thema-Tru FiberClessic and Smrocth-Star Nominal H8#3B0 8quatinpaul&quot Opaque 12J3112022 No Yee Yee WA Cgmposita Edge Fbeglass Signs Door (In&WnW0uMMg; X configuration) 5 a. Tharma-Tru FihstZleaWc and Smooth -Sat Nominal B&MO 8quotlnpactiquot: Opaque 1201avn No Yea Yes WA Composite Edge Fiberglass Single Door with Sidall gin 4na/Outswing; XO, OXmCXO configurations) 6 f Therms-Tru Fiber-Gasdc and Snoopl-Star Nominal SWX,08qu rtlmpacidquat Opaque 12131J2022 No Yea Yea WA Composite Edge Fiberglass Double Door Win or Without SIdel es insWWOuhvAng: XXer OXXO configurations) 7 g. Thermo -Ton FlberCla etc; and Smooth -Spar Nominal B803W,,8 &quatimpaolsquot Glazed 12011= No Yea Yes WA Composite Edge Fiberglass Single Door (InsWnglOulawrg; X mnkguratio n) 8 h. Thermal -Ton Fiber -Classic and Smooth -Star Nominal 68AGag Bquotlmpectlquot Glazed 12J31/2022 NO Yes Yea WA Composite Edge Fiberglass Single Door with Sdelihe(s) (Irm ainaKkitn irg; XO, OXcn OXO configurations) 9 i, Therms-Tru Fiber -Classic and Smooth -Star Nominal 684M,8 &quotimpactilquot Glazed 12131Y= No Yes Yes WA Composite Edge Fbegleue Doutile Door Win sir without Sidelites Ot%wi,glOuteAtn. )D(or OXXO condi urallons) 10 J. Therm-Tru Fllsr-Clesalc and Smooth --la, Nominal 88039FO 8.quctlrrpactiLquot Glazed 1201r= No Yes Year WA Composite Edge Fiberglass Single Door (hmWrWut;mft' X conliguradon) it k. Therma-Tru Fiber-Ganzafc and SmooM-Ster Nominal SWW,,O rquotlnpact8quot Glazed 12J312022 No Yes Yes WA Composite Edge Fiberglas Single Door wdh Sdd'te(s) O noW nsioutowng; XO, OXorOXO wnrgurations) 12 L Therms-Tru Fiber-Cla"le and Smooth -Star Nominal 88d/3S0 &quotlmpactHquot Glazed 12131r= No Yes Yes WA Composite, Edge Fiberglass Double Door Wth or without SUetites (Imw*VOutvMng: XXcr OXXO LonfgursDons) 13 m Themla-Ton FlberClasslG and Smooth -Star Nominal SSA39,8 8quotinpad8quot Glared Molded 12fW21= No Yes Yea WA Open Composite Edge Fiberglass Single Door onsxinuouts-fig; Xconfgurrthon) 14 n. Then Tru Fiber-Cbssic and Smooth -Star Nominal SAAM8 &quotimpacffiqu it Glazed Molded 12131r= No Yes Yes WA Open Composite Edge Flbeglaa ite Single -Door M Glazed Molded Open Side86a(s): (InayArg1OutsWng; XO, OX v OXO aorApurstionc) 15 o. Therms-Tru Fiber -Classic and Smooth-Ster Nominal 810n;8 8quotlnpact&quot Glazed Molded 12f312()22 No Yes Yes WA Open Composite EdgeFibsglase Double. Door with a wtllout Glazed Molded Open SkIdiess (Inivao'Oulswigi XXa OXXO oarfigumbors) 16 p. Themes -Iry Fiber-Closesic and Smooth,Slar Nominal 88H39;6 Bquctlnpaccigdat Opaque 12131r2072 No Yea Yon WA Composite Eta Fiberglass Single Door with Molded Open Sidelite(s) Onswingroutswing: XO, OX orOXO configurations) 17 q. Therma-Ton F)berCbs to and Smooth -Star Nominal S&M,88quotimpactliquok Opaque 12/31r2022 No Year Yes WA Composite Edge Fiberglass Double Door Wilt of wiUdut Glazed Molded Open SideMes (Inswi glOtMvig; XX orOXXO mrmguradors) Florida Department of Business & Prote"rial Regulation Building Codes and Standards Product Approval Application Detail P.ge1 d1 10=1 Lade EWott !iota J7rle 09, Ponce a MR nth version mandoHUrS fact Validated am Validated alubinktild PISCAmrovel Approved POM.idn ZD20 PGT Industries Jane Rose.* Mani-Oede DCCO-CER Miami-Ded. BCCO-VAL 11Ma2020 IWIV1020 11R42020 Approed Cal.goy; Exterior Doors (941) 485-0100 (786) 315-7990 8u1rCr.VW-. Slking Exteda Door Assembles lr-ifiipgunou.M...c Compliance Nomad; Car6lcou" Mad d using am stsigis -.OWEV Atuarmater Apparelled to Um Aeurned for let. 1011M Mil a $qD-6570 (Large. Massa Imperil V.ryi &king Obw Door 04M4f1021 Yes Yes Ye. WA May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description pproval Number(s) Test Pressures Exple Date 1. EXTERIOR DOORS A. SWINGING TheiTnaTru Fiber -Classic and Smooth -Star (NON4MPACT} FL20461.1 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67,0/-67.0 psf 12/31/2022 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 21-0205.03 +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 12/3112023 D. METAL LOUVERED DRS Curries 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. W I NDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 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 F L243.5 NIA 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL Jaynes Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NiA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75,0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 N/A 6/29/2023 Plygiass USA, Inc, for Tile Roof) POLYSTCK TU MAX FL5259 NiA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTLATORS Thompson Arch Metal Comp. 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 DA-4 Exahust Vent FL17202.1 +97.51-97,5 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 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V F L17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2022 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 FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FLa2197,5 NiA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVI , PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 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 DATE Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Pepe 1 d 3 1/25=22 29911: Ent1taror 2a DMPwdifta � IM Von Manufacturer SdWwS validated by validated AgkMj= PSC Approval Eilars)Is4 eta Revision 2020 Themes -Ton Corporation Steve Jaeperson Lyndon F. Schmidt, P.E Ryan J. King RE 07123+2020 07/1Z= 07M912020 10113120P0 Approved Category: Exterior Doors (6D0) t743762H PE-43409 (813) 767456% SubOalagury: 9r4rgre; Exterior Door Aawn-biees ajaeperson®tharmabu.00 Compliance Medled: &rslustion Report from a m Florida Registered Archtact or a Licensed Fiorillo Professional Engineer PIANDAMM Ouaav AaaWUU ADliMMA& R AWM Ag far Use Duration E291 Produce L%M. Number or Name Product DNxdpaon Contract ExblfLdon ate DIn NV 011talde HY19 Re la aM�it prampurs 1 a. Thermmy Fi -TrbeChzsic and Smooth -Star Nominal 8&MS Squotlmpad8quok Opaque 1213lr2022 Yes Yes Yea WA Compodta Edge Fiberglass Single Door (Inowing/outomna; X configuration) 2 b. Therma-Tru Fbar-Classic and SrrawthStisr Nominal 611,41 &gllotimpaa8quot Opaque 12l31r1022 Yea yes Yes WA Composite Edge FtTsrglass Single Door YAM adeliI Onnw(ny0utswing: XO, OX or CXO configurations) 3 c. Therms-Tru FiberClaeslc and Smooth -Star Nommall 6&MtI &quotlmpad&qurA Opaque 12/31/2022 Yes Yes Yee WA Composite Edge Fiberglass Double tabor Wth or without SAWI tes (IrxoMnV0uWMin9; XX or OXXO configuationo 4 d. Therms-Tni Flbe•Cleasic and Smooth-90ar Nominal 8&#WD &quotimpact" Opaque 12rW2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door Oruming/OutsMng; X.configuration) 5 e. T)serme-Tru Fiber-Cl..I. and Smooth -Sher Nominal1111OR 8quotimpsd&goof Opaque 1wlr2022 Yes Yes, Yes WA Composite Edge Fiberglass Single Door with Sdalkst(s) OnewinglOutswing; X0. OX or OXO configurations) 5 f. Therms-Tru Fiber-Clasek and SmothStar Nominal 8&u39,0 8quoti pact" Opaque 12J311m22 Yes Yea Yes WA Composite Edge Fiberglass Double Door With or without Sidel)tee (InerAnglOuloAing; XX or OXXO co.fist esana) 7 g. Thermo-Tru Rber-Clessae and Smooth -Star Nominal 8&539;8 8quotimpacl&quot Glazed 12J3112022 Yes Yes Yee WA Composite Edge Fiberglass Door OnsMnpfOutsWna; X corlZuration) 6 h. Themra-Tru Fiber-Clessioend Smooth -Stu Nominal 8&83B85quctlmpalet&quot Glazed 12131Y2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with Scialse(e1()rrowingfOulsMng; )0, OX or OXO configurations) 9 i. Therms-Tru Fiber -tar and SmoahSter Nominal 6&N391.8 &quotimpad8quot Glazed 12131r2022 Yes Yes Yes WA Composite Edge Fiberglass ❑ou Ole Door with or wtthaut SkfeHbs (trewingloutewinrg; XX or OXXO configurations) 10 J. Therms-Tru Fiber-Cleeslc and Smooth -Star Nomnns I6&4/39;0 8quotlmpad&quot Glazed 12J31t2022 Yale Yes Yes WA Composite Edge Fiberglass Single Door (Imer- /Ou4-no; X configuration) 11 k Thermo-Tru FEar-Classic and Smoo"tar Nominal U43RD 6quatlmpad&qued; Giazad 12J31r2= Yes yes Yes WA Composits.Eoge Fbsgtaw Single Door WM Stlelks(s) (frulMnglOullwang: X0. OX or OXO configurations) 12 I.Thermo-Tru Fiber-Cedeie and Smooth -Shur Nominal UOSSO 8quetlmpac!&quot Glared 12131f21= Yes Yes, Yes WA Composite Edge Fiberglass Double Door with or without Sidelitere (IroMrGiOulswinlp; XX or 0)0(0 configurations) 13 m, Theme-Tru FIDer-Cla6Yac and Nominal 8& MS 8quoOmpact&quot Opaque 1201r2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door YAM 9quotNomirmsed8quot SMefite(e) (InsonwourtsMOconfiguration n. Tharlm.Tru Roar-Cleusle and Smooth -Star 4r14u NorMnal H&a3;8qtOX-s) 11r22 NIA Composite Edge Fiberglass Double Doorwth BgotNon-I mplact9,ud: Sidelites(InswiglOulsWns; 0ominal+l&1r9g;0 15 o. ThernnaTru Fiber -Classic and 6mocarStar &quokampad8quot Opaque 1W120n Yea Yes Yes WA Composite Edge Fiberglass Single Ooorwith 8quotNon-Intpacl8quot 8idelice(s) OnsWnglOutawirg; XO, OX or OXO configurations) 18 p. Therma-Tru Rber-Clossk: and SRdo"tar Nominal 84439,0&quattmpad&qu4 Opaque IV31 r= Yes Yes Yee WA Compos to Edge Fiberglass Double Door wth t1quotNdrinped1quot; SMelpes.(InsMng/OutaWng; OXXO configuration) 17 q. Thelma-Tru Fiber-Cl ..ic and Smooth -Sher Nomim1881f9B,B 8quotNon-Impad&quot Opaque 1261 r2M Yes Yes No WA Composite Edge Fiberglass Single Door (1n%WrlgKXdra Ang; X configuration) 1H r. Thermal-Tru FilowClassic and S ocrib-Star Nominal 8641*8 S%KkNon-Impaaflquot Opaque 12131r= Yes Yes No WA Composite Edge Fiberglass Single Door wit Sdalte(a) OneWng'OahsWng; XO. OX or OXO configurations) 19 aTheme-Tru Firer -Classic and Smooth-StarNominuarls ;88qucthion-Impad8quo; Opaque 12f31P2f1?2 Yea Yes No WA Composite Edge Frosgisas Double Door vAlh or without Sldelaa (hswdngtOuhhMng; XX or OXXO configurations) 2D It Thernwi-Tru Fiber -Classic and Smooth -Star Nominal 8&1,0 8quotNon-ImpaxeSquot Opaque 120 r2022 Yes Yes No WA Composite Edge Fiberglass Single Door (InleWng/0utenving; X conliguretiun) 21 u. Therma-Tin+ Fiber-Cleeaic and Smooth -Star Nominal ft"91.0 8quctNon-ImpadBquot Opaque 12J31 r3f122 Yes Yes No WA Composite Edge Fibegless Single Door wit WOWS) Onsw(nWOutsWng: X0, OX a OXO conflauraions) 22 v.Theme-Tru Fiber -Classic and SrrpoMlSter Nominal 8893g;O 8quakNo Impad8quot Opaque 12131r= Year Yes No WA Composite Edge Rbargiaas Double Door Wth or w(thoutSidelitele Gnawing/Outcwing: XXa OX(O configurations) 23 wr Thermo-Tru Fiber-Cleesic and Smooth -Star Nominal 0&#W.$ 8quokNonrlmpad8quot Glazed 12191/= Yes Yes No WA Composite Edge Fiberglass Shoe Door Onswarg/Outawing; X configuration) 24 x. Thema-Tru Fiber -Classic and Smooth -Star Nominal tl8d/39;80quokNorrlmpad&quot Glazed 12131P2022 Yea Yes No WA Composite Edge Rbargtass Single Door with Sideite(s). OnswIng/OutleWng; XO, OXd OXO con%unstons) 25 y. Thema Tru Fiber-Clasa)csnd Snnoth-SLir Nominal SSJM;8&quotNon tmrsd&quot Glared 12131r2022 Yea Yes No WA Composite Edge Flbegiasa Double Door Win or without Stle(ites (IrswingrOutewing; XX a OXXO oonfgurations) 26 z. Themla Tru Fiber-Gaswe and SmooM.Seu Nominal SBAW;O&quatNlomInVecN4ue)t Glazed 1231r2022 Yes Yes No WA Composite Edge Fiberglass Single Door OnewirglOutphka, XconfiguraDcYd 27 re. Therma-Tru FiberClaesic and Srtpah-Star Nominal 8801at:o8quotNlon-Irnpacaquot Glazed 12131/2gL2 Yes Yea No WA Composite Edge Fiberglass Single Door with SdelAa(s) (InsMrglCuts ing; XO, OX a OXO oorifgurations) 28 At. Thermo-Tru Fiber -Classic and Smooth-%r Nominal WWI)9quuthlonirnpadBquot Glazed 12131= Yes Yes No WA Composite Edge Fiberglas OouDle Door Win or without SitleOteer (1rs,WIVOutawing; XXor OXXO configurations) Foride Dopertmerlt of Business & Professional Regulation Para t az Building Codes and Standards Product Approval Application Detail east: IIDIlDc g[ mu Bgt con, Fanmm ga Man SrWN� tam ContactEnter a'it-, XdWlbld.lat xmwam ids Fwawaewl ngg�g ran Rewron 2020 MI Windows and Dons BremSilnper LUIS Roberto Lcmes Steven M. Lineh, PE 10013812020 10Aa2020 10M9y2020 12M5r202a Approuad Coogay: Exterior Doors 017) 363-3300 PE-92514 (717) 317.8454 SWCempoW. $filing Exfarldr Door Assermoves bNtlhgerQmWcLcom Compliance Method Evaluation Report tan a Florida Rmisared AYchileu we Licensed Fick* ruici44aa rasa °:. Prdenbnd Enymer mat Product Nadd. Nmbr a NhnM �L6�mnce BsplKt n S .�Ic Approyedfo US* Approved In KvKZ outside for Use WON! knead Rfsbtem pmkn 1R>rm[4. 1 SERIES 420ALUMINUMSGD SERIES 420 ALUMINUM SGD OXO 12012024 No Yes No WA 145-31"qudX80&qud; NON -REINFORCED 2 SM:M420.ALUMINUMSM SERIES 420 ALUMINUM SOD OX.XO.XX IZ3112024 No year Ne N/A 96&WddX805,q of NON-RENFORCED 3 SERIES 420ALUMINUM 830 REINFORCED SERIES 420 ALUMINUM BOD REINFORCED DXO 1031rs024 No Yes No WA 1453/4aqud,,WLQ.a: 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX 1213112024 No Yes No WA XO. XX SBBquon s6&qud: 5 SERIES 420ALUMINUM SGD RENFORCED SERIES 420 ALUMINUM SOD REINFORCED XXX 12012024 No Yes Ne WA 143&quol;ce8&gtd; Florida Department of Business & profeessional Regulation Building Coders and Standards Product Approval Application Detail Page, d2 Iffl nl lerYhl$ DAR Jul Gera.Pandim go 14M version mantrbmw comadt taNse.er a u0a 1. Validated raw ( Vy(((yegMMM FBC Amrovd Eearoved aura R"Gain 2D20 We" DHon, a mNsion OfOvaheed Door Dwayne Kadsh John 6. Scat. J."P. Amason, P.E. 10112121120 092N2020 100J2020 12M6M20 Approwed Corporation (330)79"121 PE-51737 (904)821-5200 CMWW IblWar Dods dkomish@rraym-mttar.c SterCatagaly. Samon.l 6xtaYd Door Asmmhiles an Cormall a MMW06: Evaluation Report from a Floide RegNlen dArehlbret or a Licensed Florida Professional Engineer At" j Rodxt Modd. Number or MaGdtraf Product 2WMLUHKM lDmlrallar pare Anal-dfor UM AmrtnNMusa �L1aJZ outside NVNLR"Iswt Imaal 0-d- Presidium 3 80IxIA10a8200$1105 a&a19: Max Width. 148m: Max height Gazing 121312023 No, Yea Yee +31.00F35.00 awllable in Np ormpsnedlre Sedlen. 10 8000410OM200 a1123 168A3tt Met Width, 148W, Max height. Gearing 1V312M3 No Yes Yea .30:001-33.90 aWtedleIn top or Intermediate section. 11 800041100/8200 e1124 1684811: Max aeon. 148e39 later height. Gating 1WIM023 No Yes, Yes +34.4008.30 &wlewe in top or War re Ids, section. Florida DepadniGnit of Business & Prots"onal Regulation Pop l ar1 Building Codas and Standards tk>rzcet Product Approval Application Detai S20 l:mIY.9C pats. 291 Data.Psndmn Bi4 lYM Version lam Lazard End- A.LJ-, Validated Br INW" WAAmreved ARRAM ;halm. Reww. 2020 Climes Division otAADG. Inc. Tom Rally UL LLC Troy Bishop. P.E. 12MOOM 12A 12020 122V2020 Appraned Cal&pay'. Exterior Dome dS41i4944813 (854)947-OWO &ASCusectY• Extedor Goa Components tcm.'al".saaadloy.e. CprplMea M$Mod C4rtricallon Media or Leading m tAsdudrom.xanba7e7erwrm 91allotA�l[�. A®FdYedreruse Amrovedfor Ur � p� g.a. 74P�isc�Sagatla0 s of HVKZ auueua pra'sa e 1 807. 7a7, 727, 9'. , 777, and 847 SF➢b and Pata c1 Flush. Glazed, and I,ouvarad singes and pain or 1273irs023 Yes Y. Yes WA Dods hollow metal doaa Florida Department of Business & Professional Regulation Pee l orz Building Codes and Standards srmz, Product Approval Application Detail Code )llimm? Die cled. net. lanterns ora Sage Vem" mommiam 2MLO Z .iLlfaWa Y:WYO.®G Ya kkftd HIOmI{Im FBC AmrarM A ReMsion 2020 MI 1Mndaaa and Doors BrontSftlinger American Architectural Steven M. Udch. PE iiM72020 111I72020 111272020 Approved Cat"ory: Wndoae (74 T) 385-3300 Memfechsers Association 017) 317-9454 aurCdegory: Single Hung bladmerapTi d.mm Compliance Mahod: CO MOdW Melt or Listing Qualsw Assurance AmrarYWfaLft AmrmredforiM Jguka 22 added. Ngrim oc Names Product 1psereription In HVHZ outside HYM R"IBUM Ismsourer 2 185 SFi 52x72 FiftParg8 Prime IQ/SG Single Hung 10I011=3 No Yes NO +601-60 Lemin.Nd Glass N N Cn -Cu Q Q � O 0 tip C .� Ca _0 CIOCn O Cis Cn O C O Q O W 0 ca i_L .� O''�^^ o Q. p..� VJ a Z Z W J d 0 w s RI -V �VJ ` - .'. ? LJ rC _ L1 >- w E'allesseall' Z CD CU CC O L CD- O CL L U O L W U CU m WO is.e.- O ii U W Q W Z Z Q J tl SHEET NO. PA 1.0. Florida Department of Business & Professional Regulation Pages 09 Florida Dapartmard of Business & Professional Regulation Paget off Building Codes and Standards lrzsrzo22 Building Codes and Standards trr2mi Product Approval Application Detail Product Approval Application Detail Why or 211 2Ak DatePendina 20 11M Vardon Manuftuatunl Contact Enolnear& Limnae YNIWeted av Validated. FI6C AmiuMi Approved. II � �Mt Data lam I0 Revision 2020 Their a-Tru Corpdatioo Sieve J.aperson Lyndon F. Shcmirit, P.E Ryan J. King; P.E. 10A712021 OEY182021 tOJ'132021 1.2J75I2021 Approved MM Y!L>P�l Manufacturer contact 6ladlleri Uewre Va1WMaa sir Vell�to4 ±91r1 PBC Aplemval AQQ[41M4 tp&aPa category, E terror Doors (8EU) 843-7628 PE-43400 (813) 7678555 emanation 2020 PST Indudrlae Jana Neaowall M.mil a SCCO- CER k%.*Dads BCCD- VAL 11MM20 1lo511030 111i Approved SubCatWrf.. amusing Eldaicr Door Assemblies ejasperwrillithermatmoo Cregary: Wandows. (941)46&0100 (78g 315-2590 d' FloRegistered ora Repo m SWCats :51 eHun Wry nq g rdpweM nduskdea;e 1 @Rga Flotiom Floridaride Regielsred Architect era Ucenaed Flaida halt Crrptlance Method: cwur.dm Marks LNbng om Professional Ens sneer FlltS1MA fkaducls . Atiloevrl far llu Amrared fr.Usa pgyon jdllalmfAasunnm AllprovplaTorlHe AoprovMifareras JM2" IDestan EaotratlonOwe In III Outside HVHZ Iisleart Pascal. Se 4 Product Model. Number or Name Prod got DBSOMadon Contact expiration Date. In Hi Outside NytR Resistant Pressure 2 81455M0 Largo Wove *ntant) Vkv Angie Hung Wnd- 07/30/2025 Yn Yee YM Ni 1 a Themra-Tru Fiber -Classic and Smooth -Star Naminies4ea.88quoCNon-Impavtaquot Opaque I Mif21)22 No Yes No. WA Composite Edge Fiberglass Single Door (InsnrlgfOutsming XconBguration) 2 b. Therma-Tru Fiber -Classic and Smooh-Star Nominal 6031 aquotNm lrrpactaquok-Opaque 1=12022 No Yes No WA Composite Edge Fiberglass Single Door with Sidetil (Insadngi0ulen/ng XO, OX a OXO cmfifi h s) 3 a Tnarmi FberClosse and Smooth -Star Nominal 8afr3g;8 Squat Neil-Impadaquct; Opaque 12131/2022 No Yee NO WA Fit erglass.Composits Edge Double Door vdm a without Sk elitee.(InsainglOut9wing: )IX orOXXO configurations) 4 d. Thenma-Ttu Fibr•Cla is and Sma th•Star Nominal 7&s3S0 dquatNon-Imranctliquot Opaque 12/31/2022 No Yea No WA Composite Edge Fiberglass Single Does (InavArWOutavang;,Y conriguraldw) 5 aTheme-Tru Fiber-Classioand Smooth-Stsir Nominal?&r99;0&gL4tNon-In1aw&quok Opaque IZ'3112022 No Yea No NIA Composite Edge Fiberglass Sirole Dow wri Sideflo(s) Ona vingloutaxing; XO. OX or OXO e f. Thermo u Riber-Classic end Smooth -Star wnrowdons) Nominal 8&#3a0 &quotNon-Impact&quot Opaque 12/1 No Yes No NIA Florida Deparlrnent of Business & Professional Regulation P.O. i arI Composite Edge Mitoses Sing to Door Building Codes and Standards 1rN202.1 OnsimmolOuts veal, X wnfigunial 7 g. Therim-Tru Fiber-CM=io and -Smooth -Sonar Nominal W039;0 &quot:Nor Impghct&i Opaque. 12131Ili No Yes No NIA Product Approval Application Detail Composite Edge Fiberglass Single Door vAm Sideliti (I mWirgloutewing; X0, OXa OXO opnfigurein 8 h. ThermaTru Fiber -Classic; and Smooth -Star Nomimf Bak39;0&quotPlon-Impat3&quvt Opaque 12t31l2022 No Vas No NIA Composite Edge Rbogima Double Door vi or Sillarmpg4 pgg PLM Petrino pgp Without! Walibm (I nwAng/Outfaving; XXor OXXO V9uiea Ma^. h u!ra Contact rasdnera 11.1 a Validated sir V,dliated >allbD>ktld FBCAmm d Apaoud Stu& 9 LTherml Fiber -Classic. and Smooth -Scar configurationt) Nomml 8&839;8&quotNon-Impacts t. Glazed 1213172022 No Yes No NIA AmmMbn ZD20 PGT Industries Jose gorosrd fAw*oada SCCD-CER Mlsml-Dade 0=0:VAL 1iMMI) 0 1iI05ii o 11MM20 APPMved Composite Edge Fiberglass Single Door Coke": Yeho- (941) 461 (786) 315.2590. a sMing/Outswrg' X confburabon) suecsibill y: Bred I oso+ekg)pW vA eolsac 10 1 Thrrrul FiberCl icand Smoathi Nominal-B&#3g;&&quothlon-Impxt&quck Glazed 12f31r= No Yes No NA Compliance, Method: Camsted. Mao r LNing Composite Edge FllowgfamSingly Door aim Sldelheta). OnsWi glOutawing; XO OX a OXO _ - configurationa) ... Agw.vedrrlino Approved fair Llee broad Dow - 11 1 Therma Tru Fiber -Classic and SYmo"tter Nominal 8&N39;8&quokNvn-1 mpact" Glazed 1213112022 No Yes No NIA $ts8 jhjadnd Model ta,rntr r. Nam. In hvi gideld, HVHZ Pressure Composite Edge fiberglass Double Door with or WOW Sldelfies.(Inswing/Outretiing; XX or OXXO 5 Wv-5520.{Large Maalla Impact) vinyl Fbud INlndo. 041.102025 yes Yes Yes Ni 12 LThermTFiber-Classic and Smooth -.Star Na;08quotNon-Impa Bqupt Glazed 12131=22 No Yes No NIA Composite Edge Fib"law Single Door OnsaingtOutworral X configuration) )3 m. Their aii Fiber -Classic and Sncoth-Star Nornirel 716131 &quotN Impsd&quet Glazed 12f3112022 No Yeas No NA Composite Edge Fiberglass Single Door with Sidelftl OnawirGIOutsoAr g; XO, OX a OXO configurations) 14 1 Thermal Fiber.CM"le and Smooth.SMr hlemNal 8&939,0&quotNon-Impaet&quot Glazed 12/3112022 No Yes No NIA Composite Edge Fiberglass Single Door OnsyinglOiltewwkrg, X configuration) 15 o. Therma-Tlu Fibw Cbmic and Smooth -Sher Nominal 8&#39:04:quatNon-Impactfl ; Glazed 12/31Ili No Yes Nit NIA Composite Edor Fil3rerpiass Single Door vAn Florida Department of Business & Professional Regulation Prole I Of Building Codas and standards 5r2O21 Product Approval Application Detail 220 E"tippet no Dade Pending Do mm VasigD Manufactuni Sbi Endni l.Irsnaeyaadlwdjk xwwlm Sullummal F&C Apprawl ApproaY ama Rwil- 2020 MI Windows and Dorn got a fngw American Architectural Steven M. Udch. PE 1000612020 1W02021) I0r19/20E) Approved Caspar. Windows 171713853300 Menuficturers AAaacbtlm ti1T)31T•8454 VACategory. Horizontal Sider hsNngBnGmhed.crn CwVllanes Method Certification lark W Ltmg QuaiV Assurance Approved for Use AoWovediwlin final DSi9D fir( ProdnrtMom.MunhrrName ago itb= outside WZNZ liaahtaaS Flatcar I He 188 Fln and Flange Frame 73n821n.w d da.a OMM024 No Yes No v-W55 Florida Department of Business & Professional Regulation Peg.+ art Building Cases and Starticlards V2@r Product Approval Application Detail G9aia Shifts or mm Vmiw mourfindiumer Sendai EndnaraLicese Revision M20 MI Windows end Doors Bent 6atingen Luls R Lwmi PE Cingry: Ifir s. (717) 365-3300 PEtr'2ma14 subcategory: MWNme. bOhaeteMiwd- om Compliance Method enuallon Report from a Florida Reldatered Architect era Licensed Florid. Prcl-iond Engineer Indicate L4k ProgL tM." "I'm rwrmAreal I*WkMaA 2 Still Vertical A.r inum Mutton ma onto Dow Poolmis Do Validated sir V&Iwned Submitted FBC Approval A,,-,sd IU LL Stevan la Ulfah. PE iwsii02g 10)(361 laM92020 12M52020 Approved (717)317.8454 Mapped for lNe hoped pd- t2A120211 N. Yes Yee WA Sidelke(a) 0nssvingmDuarviing: XO, OX a OXO Florida Department of Business & Professlor al Regulation Peg. i all Florida Depsiftmenl of Business & Professional Regulation Pege2 d2 18 P. ThermalFlbr- III and Smmth-Star configurations) Nombal'B&839;0&quothlon• rapadt&quot Glazed 12I3112022 No Yes No NIA Building Codes and Standards 1N7021 Building Codes and Standards 10fill Composite Edge Flhmglass Double Door Wm or vtithout Sidelan (InawilglOubsivina:XXor OXXO Product Approval Application Detail Product Approval Application Detail configurations) 17 q. Theme-Tru Fiber-Cb"ic and Srrgot h-Sher Nominai.8&#39:8 &quotNo i-Impedligwt Opaque 12131r2022 No Yea No NIA Composite Edge Flbwgla Single Deraloft Transom (Inansing/0uffil ; O/X configuration) 18 r. Thermo-Tru Fiber-Cla io and Smooth -Star Nominal 138113a;88quotNon-Impact8quct; Opaque 12031=22 No Yes No NIA11 S,49r int.4L a& RU DAM Penns am Conposiha Edge Fiberglass, Single Odor avith �� dry 1e En �BLbmee t/aidaled Br Val g FBC Aaa� slaws. lifg! tMt]dWl Ibnuhdurr Vyimed Br p(ed" i FBC-Approval. maam 01ox or grad Transom (Pions) fOulsvir,g; OJXO, O/OX or O/OXO configurations) ReNdrh 2020 Jam" Faudle euikln9Praducts.Ion. Chad grcks Y. Andsw. Tan John saamard, P.E. O1/0N2021 1271/2020 01i0Bt2021 dial FBC Appal, R.Jeon 2D20 Alalub Nick Thannpsah Lrdw F. Smma, P.E. Ryan J. King, P.E 07y15M21 07h5i2021 024=021 04MMM21 Approved 10 a. Thermili FbrClassieand Smooth:dar Nominal SSAISqutNon-Impaed&quot. Opaque 12/3112022 No Yes No WA CM filar. Pants Walla (909)545-e359 PE-81662 (352)36F-3529 Calegwy: Panel WaIN (330)922-23e9 PE43409 (11113) 797.OSM Composite Edge Fkarglao Siigla Door with sieCalogcM• Bell chadAINolu,�itlamsosrd 8u1sCelegort. So% n9rcmpsw&Iside.crn Sind n goo ng; ie(e)11svulnas . An XO, OX or OXO Compliance Method Evaluabon Region from a e.azn Cmpllmw Method: Evaluation Report from. Continuous Head and SIII roMiguratlahe) FlaMaRgeardAropaeet eta Licensed Florida Flodda RegialeredArchifectaa Licensed Florida - 20 t. Themm-Tru Fiber-Ceassk and Stwotm SW Nominal g&Ai,0 agUatNon-impactaquat; Opaque 12131/2gT2 No Yes No WA PrRessbne Engirmar Professional Enamor Composite Edge Fiberglass Single Dow vAth ...... nett ' XO a OXO SdelZe(s) O vanglOuteatro. . OX - tium - - , Continuous Head and Sill configurations) QWM Assurance AcerovedfarUa► Ageroved tar use know Doom ado Assurase Aaoreved fair Use Approved faux mama 221im 21 u. Therm-Tru mbarClassic and Smooth -Star Nominal B&#3$8 liquot Non-Impoiclilliquot Glazed 1213112022 No Yes No WA AMA Produrt Mom. Nmbr w&M Product Gasdtllon cw&ut Opkauw DMs In HVHZ Out" NVNZ E4shIa w Pressure era s Product Modal. Moron ram¢ Product 110-1 iron Camratl espholm OM¢ to HVKZ Outside, NVNL n000tt Pnswn Composite Edge Fiberglass Dow YAtln S OX tr OXO 1 Corelenk Lisp Bull 1lsncemenl l¢D siding 121312023 Y. Y" NIA NIA 1 a..&qur2T&Guot bollt Vent or Sdid Vlryl arch 121312023 No Yes No WA Continuous CamtinuoOa Fiedld and Sill configurations) Head and SiWng figur 2 HerdePtank LeD Baling street -cement l¢D siding 17iS12023 Yea Yes N/A WA 2 b. &W,tgllhnce i4&qud;Build, Venlr Bdltl Vkry(Swiss 12012023 No Yea No WA 22 v, ThermTN FfzY-Clammand Smooth -Star Nominal ;0&quotNondrnped&quot Glazed 1V31121= No Yes No NIA 3 c&qud:Gaeenbrlar Vllrtege, Baeded&VU: Sofa Vent or 8616Vi lSorg 12131=3 No Yes No NIA ' Composite Edge Fiberglass Single Ito with 4 dLqud:O54i&OR Vent or Sdid Varyt SON 12r3lill No Yee No WA Sllteltai OnswinglOut9tMng;:XO, OX or 5 &quot:Chrter Oak&qui Seem Vela or good vi ttda 12/310023 No Yes No WA Continuous Head and IBIII configurations)6 f. &qud:SuPr Spas&quol; Best Vent or Said )"W Sara 121312023. No Yes No WA 23 w.7h& -Tru. Fiber-Claeak and Smooth -Star Nominal SLIIMSliquotNon-Impar4&quot Opaque 1211 No Yes No NIA Composite Edge Fiberglass Door Panels With Vented Siddihe(a) OnsvenglOutswild; XX XXX orXX)O( configurations) 24 x Therms-Tru FiberCleeav ud Smooth -Star Nominal 8ttrg3 3clugtlion-Irnpadlicii Opaque 121311= No Vey No WA Composite Edge Fiberglass Door Panels mlith Vented S{deiii (InaWng/Outew g; XX XXX a)O= configurations) 25 y. Therm Tru Fber•Classloand Smooth-S or Nominal 88R :8 &quitNon-lmpapd&quok Glared 12131/2022 No Yes No WA Composite Edge Fiberglass Door Panels vdtl Vented Sidellital (InsvdngifOutswi g; X)( )00(a XXXX I, owmt 28 zThermTFbwClassk and SmoothSlsr Nvm4liquotNon•ImpaAquot Glazed 12I31/20T2 No Yes No WA. Composite Edge Fiberglass Door Panes With Vented Sidelfa(s) (InsivnglOubswtg; Xx XXX or XXXX mMguragans) 27 za. Thermal Fiber -Classic and Smooth -Star Nomimlt78ap9g;8&gwtNon-Inmpad8quot'Gland 12131I2022 No Yes NO WA Composite Edge Fiberglass Single Dow with 3111 D Sidelae(s) 0nswingiOutill XO. OX a OXO Configurations) ZB zb. hrraTFiber-Cteaelc and SmpcthSter Nominal 6&#3- beet Non•I tl u f :GIaze0 120112022 No Yes No WA CoonPrateEdga Fiberglass Double Door with . 311113iddites 0naannglOutswing; OXXO configuration) 29 zc. Thermi Fiber -Classic and Smooth -Star Nominal 8&#390 AquotNon-Irtpactai Glazed 12131/2022 No Yes No WA Composite Edge Fiberglass Single Dow vAh 3&1 S{deli a(s). O nswingRputswing; XO, OX or OXO 30 zd. Thermal Fiber -Classic and Smooth -Star confgurati N X81&orla :0&quotNon-ImpW Squct.Glazed 12/3112022 No Yes No NIA Composite Edge Fiberglass Double Door with 3&*M;D SUalkes On nving/Outsviing; OXXO conflguratl0n) 31 za. Therms-Tru Fiber -Classic and Smooth -Star Normal 78,111 aquotNon-Impad3qual Shaper 12f3112022 No Yes No NIA. Series Composite Edge Glazed Fiberglass Single Door with or Without 19#39.2 Sidolli (IrmwinolOulavig, X OX. XO or OXO cormfguraddons). Florida Department of Business and Professional Regulation Building Codes and Standards 3/1512022 Product Approval Application Detail FL06259-R31 COtle EntfM or LIM LM 20 'plods$ Uiie Yarif14n Manufacturer Contact Engineer & Validated gy Validated ;submitted Pending. AR2E93%d Approved Revision 2020 MLYCLASS USA Maury,Alpert Licail John W. 1D126/2020 10122/2020 FBC 12115/2020 Category: Roofing S954233133OSmalpert@polyglass-ram Robert Nisminen Knezevich, PE SRRE¢sdel SubC,atiagory: PE-59168 (954) 772.8224 11/01/2021) UnderlaY merits Compliance Method: Evaluatlon Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Products FLO62M).R31 13ualsy Aaelltinee ADorovadllor Inn In HOZ Uea �npyed for use Wasme mvmz Resistant Dedan Pressure Sea 14 Product Vb M, Number orNarne Product DaeO lan 1 PclyglmRoof Undedayments Redingutderlayments iW2112G22 No Yes WA +WAI-G22.5 1 POlyglass Roof Undenaymmts.(Htl Poryghl roof undersyments for use In FSC72f23r'2023 Yes No WA WA HVHZ jurisdictions. 2 Polyofass Roof Undertayments (nort-Hi) Poyglass roof undenayments,.for use an 122322023 No Yes NIA 4WAI-illi FBC no"VHZ jurralktlons. 1 Polyglass Roof Underlayments(HVFIZ) Polyglass rai undMayments for use in FSC12I2312023 Yes No WA WA HVHZ jurisdictions. 2 Polyglass Roof Unde"onts(non-HVHZ) Pobglass roof undenayments, for use. In '12'2312D33 FBbO non-HVH2jurfedkUoha. No Yes WA +WAI.622.3 1 Polyglass Roof Underlaymems (HVHZ) Polyglass roof undengymeitsfor use in FBC12i231= Yes No WA WA HVHZ jurisdictions. 2 Polyglass Ill Underlayments.(non-HVHZ) Pdyg(assroof undengymerds,tause In 11711 No Yes NIA 411VA/-G22.5 FBC AnnulVHZjuriediaborms. 1 Polygli Roof Underlayments (HVIiZ) Polyglass roof undedaymerds fa use in FB012'292023 Yes No WA WA HVHZ jurisdictions. 2 Polyglass Roof Underdaymants (ngn-HVHZ) Pd4yglass roof underlaymetlts, for use tin 12'Z31i023 No Yes WA 4WA1.822.5 FBC non-HVHZ juriadktiam. Florida Department of Business & Profess -anal Regulation Building Codes and Standards Product Approval Application Detail Pace 1 d2 1091 I1at V"- Manufacturer Engineer &lifomse ValMaled By Y ledAftodool LoLliagagai Approved abua Rai 2020 fi rok Inc Erin We" ICC Evllul lSati4Ce, LLC ICC"11011en Si 06n 1/2D21 08n OrA21 Geri App-d Calatill 8eladgal corconerts t952)8884635 LLC. "Cabsti Truss Plates swelem¢nal.eom t205) 590-IDWO. compliance Meawd: EvOustem Report from a Plague E.k m Entity AMA Product Mod NuMmrMaim .. Product Description ache Aserme ItIoncelf Apartment! for Use Approved rDxynz ➢ldslcb fair use NVNZ IMDM assistant DOOM Pressure, 1 kill toys. high a/Mngth Wsafannedr gets 17J712022 Yae Yee NIA WA 2 Will. Is gal supw nigh strength truss connector plate 1213111022 Yes Yes NA WA 3 MI 16 16 go, truss connector all 12131I2022 Yes Yes NIA WA 4 hill 18 ga. high Onength truss omadr plat. 12fMA1022 Yes Yes NIA WA 5 Mr2ol 20 go, high ltenobh truss cannedr plate i2/31=2. Yas Yes NIA WA 6 TLls. MT16 i6 ga. Was rsrnedr Plat" 12J3ir2022 Yea Yea NA WA 7 T1.20. MT20 20 ga truss Wlnegw Pitt" 12131=2. Yes Yes NIA WA Florida Department of Business & Profeasimal Regulation Page I at Bidld ing Codes and Standards 106=1 Product Approval Application Detail issd! an* rr' Qtgt 201 Dye Pandim ,may 11tgB VRnlgn Iragslflual� rA Laws, Vaadslad sir FBCApprnvd � Eoalh>° Yad�tuf Agiieand iivnu ReMsbn 2020 iAMKO 9usdklp PraWd9 LLC item Ed Rdart Nbmnen Jane W. Knezav4dh PE 1=42020 09/2920M 10/122020 sir 12n511020 Apo owed category. Rooting 017n524-fill PE591s6 (954)772-M4 SubCalegary: Ur4W.ym its kard-wenaterreo.can Cumpiladh. Mithoct Evaluator Report from a Ploma Reglatwed Arc ha"t we Ueri Flrlb. Professional Engineer IVA ..Quaft ProddretMary.Numerrtmde Asseurame, ApprovrHrUM, Aaaavedfruse foredrctA,,kM,, InHVdZ ggtAj&RVHZ xmaa Resistant 229M pressure 1 TAMKO Roof Underlayments(HVHZ) Redundedsymamfruaen FBC HVHZ OSM023 Yes NO NIA WA )aledodas. 2 TAMKO Rot UnderhymemeMON-HVI-I Rnofundeafaymemefausa in FBCmen-Hi 09292023 No Yes NIA NIA fudeddidns: Florida Department of Business & Professional Regulation page of Building Codes and standards IA202I Product approval Application Detail Q 11M artKy am cki Isomaino an IIJE Yin NWnufbdum pgggydgd FBC Augment) A-IW MaLm Revision 2WA Lormi Kal Jai James L aueli P.E. &even N. Udch, PE 111202020. 1123202(1 II r&M23 cling FBC Appn Crory: Roofing (501)0836163 PE-31242 (717)317.8454 SubCd-orr. RealAeeesarles that we an geley@kmenm:4an Integral Pertafths Rooting System Compliance Mallhod: Bakani lon Placed tom e Florida Registered Architect or a licensed Florida Profeaveral Engineer Approved for Use Aprovetl for Use 9�a[Ess1Eig:t taipast rMafm isg.E ProdctMpmLtardt sae $g06t, [i la!!ylY. 8ffillad Raising, Oeck-Air" DA-4 rTR4guiR t)eck-Al, D44 Los, Rdht, Pdypmpylmr.Plastic, Rod Vent 12/10=5 No Yes No -97.51-g73 M.owil.N Aftedhedto PWwd peek. Florida Department of Business & Professional Regulation page I of Building Codes and Standards 1r,5022 Product Approval Application Detail 49di Entity x 211 IZtate DAU Pending 21M rude Version Manufacturer Contact Engineer .& License Validated By tValdow bmNed FBC Approval Approved status Revision 2020 All American Shutters and Glass Mite Barbieri Frank L. Bonrordo, P.E Troy Bishop. P.E 10/2811020 1011512020 11105/21M 12115=0 Approved Catagi Shuttwa (%I) 712-9882 PE4KA6549 (954) 947-0860 SubCatei Sionn Panels mini arrercanshune Compliance Method: Evaluation Report from a Mount Florida Registered Architect or a Licensed Florida Professional Engineer Product Modal, Numbaror Nome Product Dowriotlan rtualiblAmumit(e Conned EKalraao Aoarovadfenuse Amrovmtar Uae lost. to HVHZ Outside HVHZ Irnpa6i Daman Ra9faMnt Pressuna 1 2,1ge Go"rib ed -bast Stour Panels 249a Galvanized Steel Storm Panels 12t312D22 yes Yes Yes WA Florida Departnlertt of Business & Professional Regulation Building Codes and Standards Product Approval Application Dead Par 1 oft or142W1 gm ads mat Data Santa MR mm v![gg1 ManuWWw wag 6lpaleara License VanlaMed ahr ' 4 Suesgffia9 FBCAmfWd Agwovtd allege Revision 2020 Wapiti Rob Seidl ICC Evduaam S.A., LLC IN Lehrer, P.E. 02922621 10113=20 021Dffi2021 Approved Comm: structural Components t253)92441476 (NO)8393288 subCalegarr. En$aered Lumber Rmed.Baidw6n9weyerh2 Corrpbwnee Method; evaluation deport from a eu.er.mm Product E-wuuadon Ill ElJtss2tAkl714eilds . - Aerav dfr Um Agencies far.LM tam 29= itta� Product MOM. Number arNMM PlodLct Dessamption Oatr'ad Elplrallm Dees MHVHZ OnMde HVHa Rodstaint Pressure 1 Modem LVL L.mneted Ventw Lumber 0311. No Yes NIA WA 2 Pomi PSL PanOet Strand Lumber 03a311M23 No Yea NfA WA 3 11mber9rsnd LSI. Lertaretod Strand Lurnbw 031312023 No Yes NIA WA 4 TJ Rim Board Structural Composites Lumber a Created attend ON3112023 No Yes NIA WA toad Ram mend 5 Kirywnaeuew RIM Board Oriented Stand Board Ran Board 03r31a2023 No Yee NIA WA Florida Department of Business & Professional Regulation Polls 1 oft Building Codas and Standards tm=i Product Approval Application Detail 99sk InMy a imi pall DXOPKMIM Am SaYam 9rnC SarYt E ndr& Llusse 1dlgW.@C Y&EW 1tmnedFC pprowi Agdtassd titffin ROvSks, 2020 L.V. Thomtwon.. Inc. ma Thrnpsom Architectural Tory Christian Zachary R. Poe Steven M. Urich, PE I)TI72020 OWlW2020 09427J2020 12n52az0 Appreii Metals Company(TAMCOI (613)248-3436 1 (?M 3174454 Catepay: Roofing. Imy�prmMYovm9:.csri "Cosgory: Rooing.Accessories the are an Imeaal Pan d1h. RooMg%V-m Compiler. Method Ewuapon Report from a Flo,lde ReglsMmtl Arahkrf or. umned Florida Prolossa l Engineer _. AcensiMlrUse Approved for ova kh= 20M %ytlgi Medal. Nunhr r hMrm Pip 1, KWHZ outo�tli assistant 0 1 TAMCO Flat Tr'p OiFMdpo Vim I Santa it Tee 26 ea. date roervmblatr with bane 084)82026 Yae Yes Ni WA 2 TAMCO Gooie.ck Vent 26 pa. 09moli No Yes NA -0k52S 3 TAMCO OIFRIdpe Rod Vent with Bate 26 ga. side roofvenbiator with Integrated bef0e 09AWM Yee Yes NA NIA 4 TAMCO Round Top Off -Ridge Vent wim Bathe for nle, 26 ge. said roofve fladw with baffle o81OB2026 Yes Yes NIA WA Florida Deparbnard of Business & Professional Regulation Pace I d3 Building Coders and Standards Ifirmi Product Approval Application Detail 29h 2" !ills flat, Pandlmis Idea Iyat Vow i- Manuredrprr Contact Yam! Validated 0 Validated dttdwriked E13CAssumd Aggmmd sib& Revision 2D20 pant passing Anderson Rei IAPNO Un6om Evaluation Gary W. Walker IIM11020 11/0211 11A5f2020 Approved category: Raaanp (801)380.5091 Services LLC. (205)854-0160 suIsCaluel Raring Tllas RobinAndersom®bral.00 Cenplwa Method: Evoluallm Report from a In Predud Evaluetion Entity adaV AsurWAO AMv4VM fr tea Aporowd far Use it= DedW Y warn~! Yod.L len_:_r or ram. eL is Seamy -Snake SiCmnby Slate, Si Old English Fat Prdak- Denver, CO INS No Yes NfA WAS "thatch Amp; limited 17 :SONY 600- SieM.ShMe hemp: 904 shake Fiat Profile -Becalmed. CA 12131202D No Yee N/A WA 1s SszmyI-SliShake Amp; SalkShake FedProfila RiallCA 12Mf2020 No Yee NIA. WA 1a B."'no- Sh.ka, -Met. hemp, Salk Shake Fier Pi -Stockton, CA 1213IMI) No Yee WA WA 20 5arm 3- ali aide hemp; Salad Shake Fiat Profits III GA 12/312020 No Yes Nii NIA 27 1 Espana/B.-Ions High Prdi. - Kay, TX 12131=0 No Yea NfA WA 26 %Alla Low Rasa Katy. TX 12/312020 hb Yee N/A WA Florida Department of Business & Professlorial Regulation Pam 1 d1 Building Codes and Standards iRMO Product Approval Application Detail Sr4fk ErAly or DlPendm j7nt �! Ys1&Pa0 Mamlfactlts Ermines a LN:ahee Validated m Vaaffi fitted FBC Approve A-gd AMA R avtalm 2020 Apse StuartLouis ICC 2v luaben Service LLC William M. Rai PE 10/312020 10I 11A52020 1102021) Approved Category. Structural Crrgmnents (321)710-3377 (4071681-1917 aueCaisgory: True Rates aleWaMelpin,iw.wm Crnpliwes Method, Evdualim Report tom a Product C-veo d. Entity OuWWA"unii Aprmwdfrl Aporouedfr Use Impact 2--dw al PfoduttMaMl. Nhmberr Name Rrooptt dsmoden CranttFamrMMn 221 jp}j'i ) Emma 1 ITW SCGhkichs Higher Strenpbl It Amp: 8) met.) Comedy Plate 1 V512024 Y. Yes NIA Ni 2 ITW BOGNJpine Hinge Plate Mail Connector Plate 12/312024 Ysa Yes NIA WA 3 A ns ITW 80S, TNlat Metal Connector Piece 12'312824 Yea Y" NIA WA 4 ITW SCG/Afeim wave hil l Connector Plat. 12f312024 Y. Y. NA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fagg 102 Poll 20411. Entity or dot 20 Dab Panel- Iym Vwsb M B M-&Llesmevalidated 0, Validated sublethal FBC Appeased Agoal Idaho Affirmation 2020 Apha a uminum, Inc. Jon Siva Luis R. Loins stem M. Uikh, PE IIAGM20. 1V'182020. 11t202020 Approved Category: Panel well {4iri 509-2005 PE-624314 (71?1317-6454 Subcategory: SoNts elphealnadnunnc�yaha CWnMIO es Method: Evaluation Repo tome exam Flords RegieesdAtortect a a Udan.ed Florida Prof -gas Engineer - AOefowd Truss Approved for Use Impact palm Plagues, asserted-Crtrad Emirallm DAM BI flaw ChAdd, Hyi 1 Resistant F- Alpha Aumenum sold Same: Vetted Aluminum Surd/ Alpha Alumnom Solid &a m: Varied Aluminum 97"301 No Yea No NIA CMU &.mp; Wend Si CMU lamp; wood Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peso 1 or 1511 go& enftrw mi =1 loallopencill go I= Vatican magglimijilga Contact EngineerA LYmca Validated ae Validated Islamabad F&C Approval Ap=vod Alin R.Woun 2020 MI Windows end Di gem wi gw Ann Ar edcaotedund hewnlch, M Ill PE 1IN21 ir10 i1222020 11282020 Approved 000gay: Windows (717)30-33DO Manununurws Assmlabcn (717)317-8454 "C&*Wry: fated tMangsr�mNd.sem Compliance Mmh.& Cwtifcalon silk rListing 229A l4educt Mom. Mumbw r Name PrpNet Deartbtlon JayAnwnwwe AmggyRdfor Us, Accessed fine ova. Cararecr ®mratlMn Date 1n mvmz out" HIM lmmm 2290 Resistant Pressure 1 les1 73.?2 Insulated Gl"s 04/03DO23 No Yee No 461 Florida Depaf9nent of Easiness & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 a I 16=1 SatlE Arta or end& 2" 1 9, Mnano 292 mm yffi cis ftnu ffiww Comas amk*wa Liberia validated sir Validated SLAIMYted FaC Ammvsl APp'la4 Arlon 2020 PGTindudnae Jens Rosoweld Marrll SCCD-Call MIamil Sl-VAL 11a03R020 11,051 20 1111 Approved CaMg mil Wnde vs (941) 48"IOD. (780) 315-25% aLtc.kg.ry: Mtnm. Irospeskigtpl9ndusefteac Comabil-Meal Cwblcab. Meru or Listing win >ZIWWLAugool! Appeared fair houncramsellorlihs, I gmL 120im At" Product Mode. Numr or Name Product Dgp Contract bminrlon Doe In HVhZ onside Hi Malignant Pressure 1 Miaens to ll Dow anti Windows Aluminum Muaons o5/262029 Yes Yes Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 Ii2021 E AW ut ,Car 2KI 202MME 20 bat Version ManufmnmwEngineer 9 Umm yMlmed Illy validated 3Bdhaffillifted Pic AMMYN ADiX9Yt4 ReWam 2020 GAF Michael an" rid.n Merriman John W. Nneaevidl, PE D926MD20 0921R020 100=20 12tIfirA20 Approved Category: Roofing (4M 700-3411 PC-5916o (964) 772-6224 aubCalegicuy: Asphalt anndas matbadget,rmm Coplancea Mdllpd: evaluation Repmeoma Flodda RegtMrodArehltector Licensed! d! Florida Professional Engineer dial ProductModrNuebwrNeme Ol lbl AnnrasaedforUse AmrovedfrUsa �. Design Criaat.E,odwtpnDMe InHVHZ gAdALL= lfathill Pmeuis 1 GAF Asphalt Rgdshei Faprglass ralnfareee Non, Imintod. 54olood I2nW022 No Yes NfA NfA hipeldp asphalt shigW Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pop I oft ta12021 !aft Mftft an Al CMD PMWtm 292 Type en Manulacturor Crraar dhtlneraUcolsa Yallmed sir yallif.Md &A-Ntd PaC Approval atdue Morowb ReWaidn 2020 Flants tie ProtL M Ns InC. G irk. Jonve James, L Bucker: P.E(g Stews M. UnM. PE Oa272020 097152020 10gY1020 17H6rm20 Approved cateprjr Roofing (904)7s3-0400 CBUCK Fdngneerrg (717)317.8454 BraMalrpi Restrict Accessories that an an datk(gllrmm.oam PE-31242 Integral Partofthe Rcornpeyslam Comple ss M4lhrd: Eveuotim Rv1wd from a Floddo Registered Arthitact r a Llcami Florida Prdesalosil Engineer Approved far Use Aspirated for Use imm 2( §rag PrMprt YaML N,anbrr Wem y yNz 8 3 3- FLAMCO Sglyd;RV 10 Ridpe VaM&It. Aluminum Ridge Voris for wood root fabricated 12J31=4 No yesNIA from O.0 F Auminum Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.O. i or l ira mn Code ELf IN as Do* �G Date Dndlna Daft Igo Version Manufacturer Contest Engineer &Licansa Validated By Valuated Submiftd FBC Approval Approved Sill Revision 20M Glottal Pretoonen Products, LLC. Tlm Robinson Wager A. Tilt Jr,, P.E. John. W..Knazevleh, PE Dg/082020 09101 1011 12115M20 Approved Catagery: Shelters (064) 889.750 PE-44167 (954) 772-8224 SulaOstaggy: Storm Panels lim.rotimson6li ppe ntcom Compliance Method; Evaluation Report from a Florida Registered Architect or Licensed Florida Professional F-ro r egg A Proguet Model. Number dal Name Product Description tpualtN Assunnm Contract ExpirationDale Aeeroved far UaeApproyad for Uae in HVHZ Outside HVHZ dm9gd l94 Resistant laPme_wure 1 20 Oage Galvanized Steel Storm PanoWiVHZ Corrugated Galvanized Steel Storm Panels retained 12131r1022 Yes Yes Yes NIA or not by tracks to provide hurricane Protection. 2 24 Gage Galvanized Steel Storm Panel&NHVHZ Composed Galvanized Steel St i Panels retained 1211 No Yes Yes NIA or no by broci to provide hurricane protection. Florida Deparbneri of Business & Professional Regulation Pope.I of 1 Building Codes and Standards Uri Product Approval Application Detail Sg41 19l or am all Ill Purim 212 211211, yoverr N S Fr d,-ALJ is Vdidei Br Validates MAW= FBC Approetl AYg@,,d sea ReAsim 2020 Crrymwdad Cmoe4e HYoduci Rden Olhie Samuel A. Greenberg Jahn Hoy 12marlltt0 1211 NW20 IZIW020 dnfl FBC ApIXr, ca till slrumil Components (&13)8illi PE-34245 (352)IN-5311 SLOCMeal ProWets lntroduead as a Result of pn.sngeooyahm.crm Nee Techndogy Compliance Method: Evaluation Repot from a Models Ragl.lesdArchgwt a s Loosed Florida Professional Engineer •>yan8laceeaAaaeodfrsaAborautl fer use Inaie2 mlegn sow t crtrad EtmIM11MI DMe In,ILVHZ Out" HVHZ d PtoslaD, 1 Quality Proem or Commercial Concrete Products Pricast and Prestressed Comrote Lin lots 0525,2024 No Yes NIA WA May 27, 2022 N N �♦ W O to N �- U 7U�'e V O . CU 0 � 1..� C O 0 •� tL. _ O7 W O LL M-p cillW O ^O yr� O i L ^� Q Z Z W J t1� ® 0 I � n �Pt ✓ 1 (� 1 U) - E ; /CU 4V tt l 0 W Cn (D W O L > CL 0 CL Q LfassaA O AL NeeNaae W U m O L W a N z J z Q J SHEET NO. PA 1,1 ._...1 L1=.1. - 1 V I . _ :1 1 ... .: sl.:.lyYLLH✓< . IAII I,.. -- ..� ..ii,al u:.. L4 1 i A- _ 1 _ _ _ _ . 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F (ice} s13.2S9 _ N to —Cu MIAM PRODUCT CON MO ECT`10 O - 'v N c, O LO Cast Cre USA. I,j Cast-Creti�USA. LLC Cast -Crete USA. LLC � D�s T OF REGULATORY AND LCONOMIC RESOURCES (RER) 11 t305 SW 24 Suvet, Room 209 C CU - BOARD AND CODE ADMINISTRATION DIVMON Miami, Florida 33175-2474 T (796) 315-2590 F (796) 315-2$99 AIQTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . � V - � NOTICE OF ACCEPTANCE (NOA) }�rww.m;an,ldaae.2ovlecuoo,aY 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE 8tfBNIIZ'TED UNDERR PREVIOUS APPROVAL # 12-0209.12 S. EVIDENCE SUV IITTED UNDER PREVIOUS APPROVAL # 14-09D3.03 (1) "0 v CLi v3 C O '� Cast: Crete USA, LLC 63U County Road 379 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 t� = Sethaer, Florida 33594 L Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of I, 1, Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", Sheet 1 of C o L.L prepared be Craig Perrino, P.E., dated March card Drawing No. tilted 1, prepared by Craig Parrino, AE., dated March 24, 2003 and Drawing No. 1, dated 03124103 and .Drawing No. LT46.12, titled "Cast -Crete 4 ", 6" & 12" N M O > SCOPE: ad Tables she , prepared Cast -Crete 4 , 6 & 12 Lintel Safe Load Tables ,sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated Marra 24, 2003, last revision #I dated April 28, 2003 both LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 Lintel Safe Load Tables" sheets i through 3 of 3, last revision dated 06112114, all U '— E N O This NOA is being issued under the applicable rules and regulations governing the a of construction materials. drawings signed and sealed by Craig Parrino, PA through 3 of d prepared by Craig Perrino, n s dated March 24, 2D03, last prepared, signed and staled by Craig Parrino, P.�, on D8/19/19. � � �O � Q The documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control revision dated March 11, 2008, all signed and sealed by Craig Perrino, P.E., on U) Q Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS _ 1. Test report on flexural testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and 1. None - This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTME-52P-94, prepared B. TESTS 1. None. C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (m areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110/03,. signed and 1. Calculations for Cast -Crete Lintels, dated 0811912014, through 14.236, vo this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamm, P.E. C. CALCULATIONS prepared by Craig Perrino, P.E., signed and sealed by Craig Perrino, P.E. seadbpages Parrino, accepted manner, the manufacturer will incur the expense of such testing and the AI3i may immediately revoke, C. CALCULATIONS 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material L Calculationsfar Cast -Crete Lintels, dated 05120103, 207pages, prepared by Craig Parrino, P.L., signed and sealed by Craig-Parrino, P.E. D. QUALITY ASSURANCE Miami-Dade 1. By MiaDade Courtly Department of Regulatory and Ecanamic Resources (RER). to meet the requirements of the applicable building cede. 2. Calculations or Cast -Crete Lintels, dated 05129103, 140 es, prepared Craig >* pages. g 1. By Maori bode County Department of Permitting, Eirvironment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS This product is roved as described herein, and has been designed to con with the Hi Velocity Hurricane P approved gn PIY 8h �' Perrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATION$ 1, None. Zone of the Florida Building Code. 1 None. DESCRIPTION: (Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F OTHER APPROVAL Dl1CUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1., F. OTHER 1. better from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Perrino, P.E., dated March 24, 2003 and Drawing No, LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, wed February 03, 2012, signed and sealed Perrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Perrino, P.E., dated March 24, 2003, last � 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P. E. certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Perrino, P.E., on January 22, 2019. all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SU13M T'TED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None: MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear apermanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and .Drawing No. LT4612, titled "Cast --Crete 4", 6" & la" Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by L None. B. TESTS 1. None. County Iogo. Craig Parr , P.E., dated March 24, 2003, last revision dated March 11, 2008. w & TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 1. None. C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1 • None. C. CALCULATIONS D. QUALITY ASSURANCE materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS 1. None. 1. By Miami -Dade County Department of Regulatory andanomic Resources (RER).MJ any section of this NOA shall be cause for termination and removal of NOA. 1. Notre: D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). L None. the expiration heft may be displayed in advertising literature_ If any portion of the NOA is displayed, then it shall L By Vrami-Dade County BuildIng Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manu%xtr or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast. shall be available for inspection at the job site at the request of the Building Of fiicial. 1' None. Crete USA, Inc., dated 08/08/17, signed & sealed by Craig Perrino, AE. This NOA revises NOA # 19-p13&14 and consists of this page 1, evidence submitted pages E- 1, E-2, &3, E-4 and 71 E-5 as well as approval document mentioned above. yuelutyA. Mx6r, P.E., M.S. ehny A. Maker, P.E., M.S. �elesyA. Maker P.E., M.S. ' °D v The submitted documentation was reviewed by Helmy A. Maker, . P.E. M.S. F nct Control Section Sn rvisor Supervisor Product Control Section Supervisor Product Control Section e t t_� . r. - j+ - NOA No. 20-0630.15 4� A1 NOA No. 20-0630.13 NOA No. 20-0630.T5 20-06 IS Z0-06.15Approval W G ✓I✓ Expiration Data 09/il/20Z3 Expiration Date: 09l11/2023 Expiratn Date: 09/11J7023 ExpirationDate;09l11/2023 � , j Approval Date: OS/20/2020 APP Date: 08/20/2020 E-1 Approval Data OS/20/2020 Approval Date: 01V2 =0 ^ \ , Pagel E-2 E-3 a ,, J ur 00 w. -' .' - J% LID Cast -Crete USA. LLC Cast -Crete USA. LLC `✓ > W NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS Cn 1. None. 1. Xone. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1, By Manri-Dade Comfy Department of Regulatory and Economic Resources (RER). 1. By Afiiami-.Dade County Department of Regulatory and Economic Resources (RER), E MATERIAL CERTIFICATIONS • E. MATERIAL CERTIFICATIONS 1. None. L None. F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1, Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. _ 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- CCj > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. CU 0 1. Drawing No. FD4612, titled "Precast and Preomssed Lintel Details H. sheet 1 of > Q 1, prepared by Craig Perrino, P. E., dated March 24, 2003 and DrawingNo. � LT4612, titled "Cast --Crete 4 ", 6" & 12" Lintel Safe Load Tables'; sheets I C) of 3, prepared by Craig Parrino, P.E, dated March 24, 2003, last i— revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on revision3 U January 22, 2019. B. TESTS 0 1. None. C. CALCULATIONS Q 1. None. D. QUALITY ASSURANCE �J CU m 1. By Miami Dade County Department of Regulatory and Economic Resources (MR)• V E. MATERIAL CERTIFICATIONS 1. None. ~ F. OTHER 1. Article of Conversion for a name change. O t` w my A. Makar, P.E., M.S. Ilelmy A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor Z J NOA No. 2040630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date; 09/1V=3 Q Approval Data 08/20/2020 Approval Date: OIV20/2020 E-4 E-5 d SHEET NO. May 27, 2022 PA 1 A TI LI EC0 trio. TILLiT TESTING S, ENGINEERING COMPANY PROM ' 2 2.2. TEST PFPORTS: Large missile Impact and fatigue load tests were performed under Protocols TAS 203 as r section 1626 of the Florida Building Code. Uniform stattc loads 201 Ps 9 PJit�Ilcr 9Evi:nA;�lr>t*txr►a'r 7+10. 20.aTL �+± 3 6- MMEBIAI CHARMeCTER1�CSIAND $PECEIGATION$• Shall be stric* In accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 28. of Product Evaluation Document (P.E.D.), drawing _ _ WATTM A. Tit LiG-JR'P.e. rilteeui�s. mail YL P,iL \dANAT 1SMnl . 'L c.ILt.•--„NiP.No4iW as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering & No.20.176. Anchor specifications shot be as Indicated on sheets 1, 7 and 21 of Testing, inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 09118/1996, 26, of Product EWaluation Document (P,E,D,), drawing No. 20.176. PRODUCT EVALUATION REP© #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611898 and # 2128 dated 10/06/1908 witnessed by Gilbert Diamond, P.E. and Report No. Z- j IMITATIONS AND CONDITIONS OF USE, REPORT II 20' M01 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada. P.E. and Henry Hattem, P.E. 7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc„ dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 18, Indicated on sheet 21025 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT CATEGORY: Shutters E P t k G F sealed b signed and sey ranrae, P.E. prepared by ttem, .Inc, and signed and sealed by Walter /t, TM, Jr„ P.E. PRODUCT SUB -CATEGORY; Storm panels 2.& STRUCTURAL ENGINEERING CAL CUL &I IONS: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florids Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL ;STORM PANEL wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER. OkAwl Pmbkman FISI&IJIMLLAI length based on ratlonal and comparative analysis, and In accordance with section 1610 of the Florida Building Code. Calculations prepared by TiAeco, ins., 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood flame structures. 4800 S.W. 61 Street DEMs,Flodds33314 dated 11/03/00 and 03/12/15, stared and sealed by Walter A. Tillti, Jr., P. E. 1. PURPOSE OF EVALUAT[ON; 3. MISSILE IMPACT RESISTANCE: Product Evaluation Report prepared by Wafter A. Tiibt, Jr:, P.E. (Florida License This is a Product Evaluation R Report issued by Welter A. T1111% Jr., P.E. (System Large missile Impact under section 1826 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tilteco, inc. (Florlds CA-0006719), ID # 1908) to the Global Protection Products, LLC, Rule Chapter No. 01020.3, Method 1 D of the Florida Department of Business and Professional Regulation. RESISTANrct!,... 4—MD LOADS CE: 20 GAge Galvanized Steef Storm Panel has been verified to sustain wind rA A. Tlt"A OA t/T P� ,JCEN ' This product is being rued an Evaluation Report as described herein, and has pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14,15, 1e.19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 44167 i been ver)fted for compliance In accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose Intended at least equivalent to that required by the Code. 20.170. Maximum Anchor Spacing shall be as indicated an sheets 8, 9, 10,11, 14, 15,17, 18, 19, 20 25 aril 26 of26, of Product Evaluation Document (P.E.D,), �� STATE OF drawing No. 20.176. ' CORi This Product Evaluation Report shall be subject to review and revision In of 5. INSTALLAT�N: 5. S/QNAL AA�'R"+++aanuAAr a Building Cade change that may affect Its limitations and conditions shall be performed strictly in accordance with details indicated on I EVIDENCE SUBMITTED: sheets 3 thru 7,10 thru 2D, 23, 24 and 28 of 26. of Product Evaluation Document WI 0 TILTECO ADMON RECCOWS I F. E. 8151PORI 1 GLOBAL PROTECtION PRODUCTS, LLC 120ISAOe (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GkVA► GTEELSTOW II •(Dawn*2aTretREpaars.anarr+ao+ 2.1.PRODUCTEVALUATiON DOCUMEKLMAD.f: Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets S. 14, 16, 25 and 26 of 2e, of Product Evaluation Document (P.E.D.j, drawing No. 20.176. sheets 1 thru 26 of 26 prepared by Tilteco, Ino4 signed and sealed by Waiter A. Tlllit, Jr., P:E.; dated 07/28/9020. This drawing Is an integral part I is Evaluator Report. A`"r�A A. raj."r An till r1,� �� Vt;EN,g�; ��+ a,� Ar,tV€N ',�c •;tP Na 44167 167 -7'� e, ' * 0P. �EM;' Z4ir' STATE OF X 6355 N.W. 36th Street, 305, Florida 33166 1 'lit+b,NuwwNHa�`` Suite MIBmi. - I'hLLnor (305) $71-1530 , f11 0 NNHHHNA Ay, 13LI 83) N OAS THAT PRECAST STONE. CR PWCAST CONCRETE PANELS, SRKYO OR MOOD ISOARDS BE FOUND ON THE Da3 M WALL. MCHORS FLNL BE LONG DeOW TO REACH 111E WAN STRUCTURE BEHIND SUCH MNOS 1. STOIM PANEL swo ON IIpS PA0011Cf k NM WTON OOCUNflR ((PP [A.) NKS BEEN YEWn FOR COMPLIANCE N M CH ORAGE SHALL S AS MENTIONED N VI A40 N S.2). NXIOROMNCf WITH THE 2020 (7M ED+,IONI) a tHE F7DRDA BIRDaNG 000E. M) "0 WIN °LOON AMID LWOB SHALL. K DETEM MM AS PER SECTION ,a20 OF THE AWA MENTIONED CODE. FOR A YWIO FLPFED AF RL'OINMB TIE J{RtlgIC11WN WNW "M MRI. OE IhT MIO _ „4 IA Mlp10A5. /O WN{IFICRtAFL By I.l.w. WEDEx, NC. - Flla-ro PMBEWTE FEMALE DMUMM MID PANEIWITE PUTS ANCHORS. A.4 MN,t6KRUREO err FLOG CONSTRUCTION PROOIICfS =X FOR A OYXCI10NMlRY FIM.YOR W 05. IRNrr IL4CE 7-19 AND SMALL NOY D11EED THE IAAIINMN AV) - t/4'1 UIG SCIElY3 PER N.A$. DESIGN PRESSURE MTNGS INDICATED ON SHEETS 7 THRU 12. 14, 1% 16, 79 A 20. - 7/1" . Slir MOOD VOW. AS DISTRIBUTED BY ALL POINT SCREW. DOLT A SPECIALTY CO. N OMM TO VDUIFY 7HE ABOVE CONDITION. ULTIMATE DESIGN MAID LOADS DETERMINED PEA MICE 7-14 C-1) WO" THIrtJDO) PEAE'TM7ION INTO WOOD Of TAPCON ANCHORS SMALL BE 1 1/7• AND 2' Pal ELCO PNOMMATE PLUS MOLL BE FIRST REDUCE° 10 ASA. DEM MAD LOADS BY MATIpLYING ITEM BY 0.6 N ORDER 10 AND PANflMA E FEMALE D. COWPDX THESE W/ IMI (1LSA) OnM PRESSURE RATINGS INDICATED ON SIEII 7 THM 17. 14, IS. 16. 19 AT 20. C.2) MMAUM T WAGED PENETRATION OF LAO SCREW. INTO THE WOOD PROBE UNIT SHALL S T t/2'. NO TFIMI A ORDER TO MMFY THAT ANCHORS VN THIS PEA. AS TWO WERE HOT OPER 5'1ES9tD. A 3A OKMK N O3.00ME Si1ESS MR WFIO LOADS WAS NM USED N T1ER ANALYM 11M1WOL5 SMCNG TO WOOD HAS KEN 0E7FAMIAIED N PDC MYM INTO STUCCO SHALL BE CONSIDERED AS PANT OF THE REMANM THREADED PWEfMTpH. ICCOmMRY NIX All iota. C3) MINIMUM EDGE DISTANCE OF LAG SCREWS, IITO WOOD $HALL BE AS NMRS) N TWS OMNNC MM PAW:t ADEQUACY FOR IMPACT APO WIND NCTIST M 44 SEEN VERIIED N ACCORDANCE WITH SECTION 1625 OF AMC MENTIONED CODE AS PER HURRICANE D WM M * A 7ESWNO INC. REPORTS 96-56L 911-570 A 96-T30 AMC / ' R-2 CA) r16IAUN PDETMi>ON OF W000 BUSHNG SWILL BE S/M. 1 < O SCIiWS USED FLlAl1 S I 1/2' LONG MINIMUMTHE FE7ESTRUION TESTING LAl INC., REPORTS I1032 A /2126 . AS PROTOCOLS TAt-201, TAS-202 MOD TAS-203. SHOULD STUCCO EXIST. AND ,' bOM" FOR WALLS WITH NO STUCCO. AMERICANDARDS. TEST LAB a SOUTH FLORIDA tEPORr /OY16A,-M, AS PER TAS sot. TAS 107 AND AS WELL 03 STANDARDS. TAS 2W SfANDADS. CZ) N CASE THAT PRMAST SIOME, OR PRISC IiT CONCI ETE PA ELS. STUCCO OR WOOD ODOM BE FOUND ON THE DOING 2 ALL AULA AN EXTRUSION! TO 9E 6063-75 ALLOY MID TVMPM (UNLESS OT OMM NOTED). SEE SH2 MALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN SINUCTUIX WOO SUCH PANELS, ANCHORAGE SHALL BE A4 MENTIONED N CI). C2) t C4) 3 ALL ALAmaN 94M METAL USED AT CLOSUIRES WALL NAVE 3105-1414 ALLOY. (0) 440WO SHALL BE N3TALIID FOLLOWING ALL OF THE KAOAAppRRONS AM SPECEKYITONS OF THE MOWWS AANRACRM 4 ALL SIEEI NEE'T METAL PAMELS SHALL NINE. STRUCTURAL QUALITY STEEL AS IN A-653 GRADE 30 M"V M. FW 6. PANELS MAY ALSO BE INSTALLED HOWEOMTALY FOLLOONO INSTALLATION DUALS 94001W ON $ECBON 3 MMUGH 10 (SHOUS 4 GALVNMEO STEEL OammmNN WI SL3 I.. (AFTER ROLLED). PIROLXN 6) DICEPT THAT WAM ® a Q1 BULL NOT BE USED, 5. ALL SCREW$ M BE STAINLESS STEEL 3" OR 316 AM SORES O CORROSION RESISTANT COATED CARBON SR= AS PER ON SWIG W/ 50 ISL MO STRENGTH AND 90 III TENSILE STRENGTH &SN ALL COMPLY W/ FLORIDA IAPLW4 CODE *It MO 9. O SHALL K THE EESPOGOLR • OF THE CONTRACTOR TO A3%FT THE SOLNDNESs a E THE STRUCTURE OCK SHUTTER 6 TO S SECTION 24t AITACHID 70 MM PROPER ANCHORAGE. THIS SfARTER SHALL ONLY BE ATTACHED TO CONCRETE. 0.°CN OR WOOD nW& NRDNM .. BOLTS TO S ASTM A-.t07 rxwlFMaD STEEL OR Nip Au SAT1E$ 51ANIaLSi sTED. Mm1 36 to AIUWRt YRLD StAE110M. /0. EACH FIG" STORM PANEL WIIII IENOIIIs ONF 9'-B THROUGH ts'-4•, AS $ PFA SE1C110t6 0. L 9 a 16 AND ALIDMMT4 BA. 7 ANC HOAS TO WALL SHALL aE AS FOLLOWS. SIT IOW ON SHEETS % 6 A 12 RES►ECTINCIX SMALL HALE A LELNILE MO IEADLr 1,%6lE AIAR= Ns"NCTM OWNER OR TDVMr 10 SECURE PA/EL5 WITH APPLICABLE REINFORCEMENT ONA6 PEWDOS of HURRICANE WARNING W It THE INSTALLATION CONTRACTOR PSS TO SEA./CAULR ALL SPUTTER COMPONDM EDGES WHICH REMAIN INCONTIRIOUS CONTACT IRN - t /4'A TARRED CON ANCHORS AS MAUFACTBY LT.W_ SLIM. INC. (MI t'c-3192 P.si.) M BA MC TO PREVENT MWW/RMN NTRUSLON. - 1/4• / A 7/6. OLN-N ANCHRS, AS MANLIFACREED BY NC. EWN. rc-3°0° L PO - 1/4.. , 3/A' 3aLA-3Ef AIMJ10R5• AS 06RN9UiD BY ALL PONT SCREW, BOLT A A�EdALn as SPECIALTY It STORM PMRI NSIALLATDN SHALL COMPLY WITH SPECS NOGIED N THIS OWNNG PLUS ANY ILIUM MD ZONING REOWVIONS (MM. re-JOOD P.R.I.) PROVIDED BY THE JUM6D1C1M01N WHERE PERMIT 6 APPLIED t0. - I14-10 PMELMATE FEMALE O A PANEUWTE PLUS ANCHORS. AS WMMACMM BY ELCO CONSTRUCTION PRODUCTS (I N. T'c.3300 P.A.T.) 13. (A) THIS PRODUCT BALLMT,ON OOCUMEM [II PREPARED BY THIS UMCER 6 SEIEMMN C O OM NOT P INFORMATION - 114-0 OF TAMP -°RIP ANL7gRS. A5 MANUFACTURED BY TRA-PAW CORPOR0,014 (rc-36M v-L) FOR A SITE SPECIFIC PROJECT; IA. NHETiC Ot SITE WNORDA6 OEVNTE FROM THE P.E.D. lei TO K RESPONSIBLE FORE SMECTION. PURCHASE AND INSTALLATIONINCLUOTING In SAFETY Or INS PRODUCT A,) MINIMUM EMBEDMENT a TAPCON MM04M Nro LOVED CONCRETE SHALL K 1 3/4•. 2' FOR PMIELIMTE FEMALE IL4= ON PFA. P HLISCONTRACTOR 0 OLrAOE i� THE CONDITIONS;DIEVILED ON INS DOCUMENT IO AM PROWTE PLUS AND I II FOR OF IN IP ANCHORS. CONSTRUCTION SAI AT SITE 6 THE CONTRACTORS R6P40NS LAY. A2) CAII A SOW -SET ANCFIOM SHALL BE E MWW 7/9' NIO THE PMM CONCAVE. NO EAIBEDIEM IRO (C) THIS PN°ORT EVALL/071°N DOCUMENT WILL BE CONs"M NMUD E MODIFIED. STUCCO SILL BE PEWITED. 1/4• 0-20 SCREWS USED MOLL TE 1 1/2• LONG We" $HOUID stuavo am. ,ID I' MINIMUM FOR WLLS WITH No SrUI Me PAT BE HEADED soWft on ALL rd WADED SCREWS w/o HEAD. (d) SITE 9PBORC PROJECTS SHALL BE PREPARED BY A FLORIDA REGMTEwm ENONCLR Olt ARCHITECT WHICH ALL BECOME THE BUT WITH RNG NUTS. EAHOIEER Or RECORD (E.OR.) FOML 1HE PROJECT Am AND ALL BE RESPONSIBLE FOR THE AI IN CAS ATHAT PRECAST STOR, PRECAST CONCRETE PANELS, PAVES. STUCCO OR WOW BOARDS BE FOUND ON THE PROPER USE OF TPUD. ENOLN[ER OF . ACTING AS A of1EOA.YED ENGINEER TO THE P.E.D. ENCNEER. SMALL $UBNR To THIS LATTER THE mE SPECIFIC DRAOMS FOR REV,EW. DILnNG WALL OR FLAM OCHM 94ALL K LONG EFIOUGH TO REACH THE WON STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS MENTIONED N ALI) AND N A2). (A) THIS PEG. SHALL BEAR THE DALE MO ORIGINAL SEA. AND SIGNATURE Of THE PIEOSSU"& EMMAOR OF RECORD THAT PREPARED R. (a) TD EOMK tnNrglE aANY 1A1 A :_ [ =- - 1/4' A TAPCON ANCHORS AS WMMFACTWO BY I.. T. W. BUILD". NC. ,4. S PANEL S YrER 04 ACO R•D LABEL SE BE 1709.0CIM d/ ♦ READILY VK19lE LOCATION E LABEL MIALL N WITH SECTION 1T0O LVOf. ONE 1AOFa a FLWITH - 1/4' R A 7/5• L%LX-N ANCHORS.AS p OEMALT CR (MN. Y.A 150D P" 4) OR LV1NCE FLARE Y PIAC® FOR iVON OPCMIIO. LABELING ro COMPLY MT1H SLGTION 1708.92 a THE BE C SECTION I OMMALTIIPED - 1/4'I x 3/4' SOLID-$Ef ANCHORS. As oNLEMB111ED BY ,,LL POINT SCREW. BOLT A SPECALn CO. FLORIDA BUILDING, CODE (MN. rG IND P.S.) - I14-70 PMELMA7E FEALLI D MIO PJAIMMATE PLIES ANCHORS, AS WNUFACT RM III EUCO CONSTRICTION ' MOW SNAIL ONLY BE tam TO PRODUCTS (MIN. rf-207, P.A.I.) WM# °BEAM PERMBS N THE STATE OF FLORIDA - 1/4• A CF TAP-GMP ANCHORS. AS LMMTFACTIREO BY "W-FAS7 DOW'°iRD10M A 9.1) MOO" FJMBEOLWT OF TAPCON ANCHORS. MCO PANM Mn AND CF TM -OW ANO0M NTO 7:FLORIDA BWlra)10 CODE iB N W "wriat 4�;501R BLOCx 1NOr SNAL BE 1 1/4•.20 OW PAI II15a tr1EM SrCRII Ma 4 18INTO B.2) C JI A SOLRH-SET M04 RS SM A L BE DIBE00E0 7/•• NTO THE CDNCR IST OACL UWT. /q• 97VCC0 Sm" B6 PERMRTED, t/4' III $CREWS USED SALJ. K 1 1/2• LOW MIRNM{ T , i P TEL'Tt0%1 W 01ST. AND I• MIRMIRUN F'OR WALLS WITH NO s,lrcco. L , nr -""�'S 1L -- -- .-_ n DM MNG "AMP E.D. NIr2l 9 , E� I - aDCL f ; II ,/r 00.1.• N go"cmm •/ SMIO .� PA,L M O trA Amen If ram" 9) 9c %' INSTALLATION DETAILS FOR REGULAR PANELS(l) A dtlk INTO EXISTING POURED CONCRETE OR CONCRETE BLACK STRUCTURES ao11nE1e ARJNa6 ,`� r RR°�elaWg'LOIH�p•-i�,--tA _-.j� � w n� �VI _ _ I � ... _ oo� E RE�DLNR�; l-4 Was 5 "mum 0) CMM An am M==ICME t 1 I 1 �� i i � 1 I, AAi NMC I o.W i " FaaMNita Ban . TIIROYN E. CMLM am 3 r1 IIiI' m a T l $ easy"PORED . S ED. �.. 1 r-. aAEL 1 O , At aAa I Ty ... =0. � 17 1/r aC � OAW 7 •• [:A. POUH� I CQ It 1/r qII f mlHcrETE BNDCR , -1lo= REOf TAOCN IIEDLIRFD _ CO�NCEIE+PP EHFR9 `O HH7gNiaraT W� mNL1E7[ ANOaRi ' --L'�1 LAt MII • own a Ma tum 0) f ¢n 6 a are. 0) \ 96LE ou" gm V961M E 3 , LD. - ®OE 01SG1ICE (SEE 9CHEDLA 9) w �a talE ,� rEBBBMNDION Oi sEnTng r TOP A BOTTOM MOwroocs CAN S a Ma OWALIATI IN ANY WAY TO SUIT ANY 1/4' d - to TV 2P%' I. TYP. -----__._---------- ` LAfTML A /I 1 L ECO 3A2ZCT i�l+,Yt.:ATt[gy,nRxtRr-1ti0: 4D•D?27.m Z 3 INX TILLIT TESTING i e111GINlERINO COMPANY - -- RE5 Large missile Impact load testa were performed under SSTD 12.99 standard as IN S. STAi N• 710 - — Installation shall be performed strictly in accordance with details indicated on watTiRA. rtt taT,.nL, RE. ertece��vl.com PRODUCT EVALUA�'ION REPORT �'*�' TaNaMt>a YLN:.A. L,ta.N Hb.7IAA7l4 per section IM9.1.2 df the Florida Building Code. Un�wrT static toads as r !� Section 1709.8.3, per ASTM E-330, Test reports prepared by American Testing sh eets heats 3 1 thru 8, 2 thru 18 of 18, of Product Evaluation document (P.E.D.), drawing No. 20.175. Minimum separation to glass shall be as indicated on Lab of South Flodde, Report# 0814.01•)01 dated 03/11M2 witnessed by William sheets 3, 6'L 13, 14, 15, 18 and 18 of'18, of Product Evaluation Document REPORT NO.: 20.0727.62 R. Mehner, P.E., Bortz Moroz, P.E. and Henry Hattem, P,E. and deport No. 0219.01-69, dated February 25, 2009, signed and sealed by Edmundo (P.E-D.), drawing No. 20.17& DATE: July 27, 2020 Largaespeds, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203as per section 1800.1.2 of the Florida �,�AT t31AL CHARACTERMCS AND SPECIFIGAT10NS• PRODUCTCATEGORY: Shutters Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated Novandw 23,2010. signed and sealed by Julio E. Shall be strictly in accordance with. General Notes and Components indicated on Gonzalez, P.E. sheet 1 and 2 of 18, of Product Evaluation Document {P.E.D.), drawing No, PRODUCT SUB -CATEGORY: Storm Panels 20.175. PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM 'tensile Tensile test report No. 9CM-198 by OC Mefti urgical, Inc., dated March 13, 200Yt signed and sealed by Frank Grata, P.E, cue perASTM E-S and Tensile Test as Anchor specifications *hall be as Indicated on sheet 1 of 18, of Product PANEL per QC Metallurgical Report No. 1OKM-1318, dated December 1, 2010 signed Evaluation Document (P.E.D..), drawing No. 20475. MANUFACTURER: Globs) Protection Products. LLC and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 4800 S.W, 51 Street 7. LiMITATIONS AND CONDMONS OF USE• Davie, Florida 333% 9.$. STRUCTURAL EN1tINEERING"ULATIONSo On 24 Gaga Galvanized Steed Storm Panel for maximum panel length vs. design wind design wind load and panel wall as maximum anchor spacingivan 7.1. Shall be strictly in compliance with General Notes No. 1, 8 >hti 14, Indicated 1. PURPOSE OF EVALUATION: h bloaased length based o a and comparative analysis, and r accordance with ly on sheet 1 of 18 of Product Evaluation Document(P.E.D.). drawing No.20-178 prepared by Tilteon, Inc. and signed and sealed by Waiter A. TOM. Jr., P.E. This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System f heratFlorida section 1604 of the FlrBuilding Code. Calculations prepared by Titteca, Inc., dated 12118110 and 08/27113 (for this revision), signed and sealed by Walter ID # 1900) to the Global Protection Products, LLC, Rule Chapter No. A T, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES 111820-3, Method 1D of the Florida Department of Business and asdefined 'on section 1620.2ofthe Florida Building Code, Professional Regulation. 3. MISSILE IMPACT RM$TAME, This product Is being issued an Evaluation Report as described herein, and has Large mute Impact underascfion'1609.1,2 of the Florida Building. Code, as per Product shall only be Installed into poured cancreta, concrete block, and wood flame structures. wood been varlfled for compliance In accordance with the 2020 Seventh Edition of the SSTD 12-99 Standard and TAS 201, Florida Building Code, and to verify that the product is forthe purpose Intended Product Evaluation Report prepared by Waller A. TRItt, Jr., P.E. (Florida License at least equivalent to that required by the Code. 4. WIND LOADS RESISTANCE• No. 44187) Preetderd of I lltaco, Inc. (Florida CA-0006719). This Product Evalustion R Report shall be subject: t(3 review and revision in case Of a Building Code change than may affect its limitations and conditions 24 Gage Galvanized Steel Stone Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, it. 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.174. rHna�l ) p Tl �CEN Maximum Anchor Spacing indicated '*•, EVIDENCE SUBMITTED: shall be as on Whosts 5, 9, 10.11, is thru 18 . and 18 of 16, of Product Evaluation Document (P,E.D.), drawing No. 20-175. 7 23, PRODUCT EVALUATION DOCUMENT (P.E.D.) 24 Gage Galvanized Steel Storm Panel has been vertflad e comp rtflad for code to � 7/Z Drawing No. 2047S, tried A24 GAGE GALVAN12ED STEEL STORM PANEL", 0 work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. wane —,li�a -_- O.L TLLTF,CD AO]AON RECORD.e 1,P, E. REPORT-20 L GLIdBNAI P P sheets 1 thru 18 of 18 prepared by Thteco, Inc.; signed and sealed by Waiter A. uI , rAAL.vaNME0 sTEE OT02M PANEL LDq NMI75{ REPORr1120,01117Tillit, 01— Jr., P.E,; dated 0712712020. This drawing is aninte(gMpi�t ily(Ii isEvaluation Report. "/T, 1. 167 -� STATE OF , •'�� STATE � OF ORiQ 4c'•., t t1 DAt A •' � 6355 N.W. 36th Stroet, Suite 305, Miami. Florida 33I66 -Phone: 305 871 I +� f ) � -I531 `NMNNRpuH lNTllilll/MUrA COMPONENTS FOR REGULAR dt LIFE SAFETY (ScxE t/z.t� STORM PANELS --15I nODrL-- -12.3w (EfFECTRE i • t --. f I.3�0'-•7 l,. r-1.300" GLOSS' MF1. III - 1.3a0'_ ii,C�^,/'*Sv°• -OLWAMM --� _ am MOM A•-10 1 .�\ I "iTr4e- A-IM A 2 OObbDD lYP • °�6 "V.A.1M UCfE i NM.Sf f0 MMIIM 0-90 aALV. DLTAE Al - - -• EOGE �AR. 9RAL E..7 46d , 4" - '.2SD' 1.330- ® :STORY PANEL (j3 END waft PANEL ••-2.1a7•--- 30. FNAEIs DYo 6. h i2'3DF wf Nllarm mDc° � j .uTD' E 1 , tO.00 3-M .1001 or r �i62s°' s.ts• 11 i T MOM TRIC VIEW D TAIL A I�s.aoo'Q— ROIXIOED COMER 0 ENDS OF PARELS R END UP W/ H ea" EDGE. O Mh' NFJDER (M.T.S) (11) 2'1 �♦' I 1.4071.G63` .625. I � I - +Aw O KEY HOLE WASHER � w: 27(rAer S1N � Y 5713 I I �� AAWMLAAGG— ., ia7S'�u7ED WANT MR ALusum FLY, Lot we MR W/W IOMdDNC WMND Af AWfMM • 7/9Y.;I32' 1MNG l6MIa6s aim a Noe nA1m s,tDL). " Ni wTE°tr u a o Pd 4/Je xWet" Off varr a a 6) sale SCIff MR AIG, I) ` C0NgE1E I Co lop � .. L e 1 1 i E.D. � I OT61NG -Ab(- i It LmanfamI I i I + 2.tB7' - .1W .t40' .750•.«,,f7°, L N1F-10. .126' i., 3s STUD RHAl7FG 6.6 SPLITo eXTfn �. tt 12 i/r at t2 I%A• oc .cur � 2.aoC 1.500• to �• } _ 'T •.�Op• AI I OCTAL 1 ne I R L awl( 2ao ,7s• 2.00V---- 0 "Us NFAM O E ® ANGLE MM STUD AME WITH REVEM MUD MR 114' .374' `D►7y► a IV .72a' I 410-20,3DN SFAEf L.-. .3«_ .OAIS• I- 0 /2 MKTm,/2. To ! , 1 ARGUE a O.C. 1 a7T' i t,f71• 1.ODy. i T.34y" �00�3" �. 1,�a• 1A be,f 11 .essti 7.000'— © 'F' TRACK ANKLE ,j,(a' 'F' TRACK o FLAANT9WEPLAAT� NM --,.AMNN,N,... -M. arS r"t" EL ® AT +9_ ;A► 9F.L!;�! A.L, 1V.;.. ,3 lilts. 1 MM.• --� 'Mira -' �s O � 1 ! e 1 8 PU..A r MW 1 ,p„• M,, OPL� Oda -.N 1 ,�r C.w-�' 0 (PLANT 4.. _ _- ;_ . RqW i OILY ? A W I AAMt 1! Ojf W . ,. to (D r. r.NRr 1l,rr I N H i � r IILO011 I Ex6iWID rIOTNra�_ !' _ J CONCRETE Ma CONCRETE l PLUS 00 eD F YAP -OW cONR:RDE AMCHDRs _ M,Laaia iHp °X SMISTS 0 iHDLe,°M a) SCALE 3AWt .--OPLr►AAe TMG A FEW I• YAK . AURS R I/it' T19GX ALUM, TOE OR I' 4 '. ,--r" ENBRIqr UCCO/ P1 WOOD PLATE 9PAM It NEW ,• WOE , wRIFs . ,/B- NUAL RW OR I' . VAOM 1--L PLATE SPAC61 BFiWe TIYM2( (SU solo" l AHNo1I °m • • M�EET6 L TAFAM9)� 1N,HOT . • W r 61 MHDUAREA /4 iRWH NmHT:- --- )6 SEcnoN 4 9rut ]/s-+• DETAIL FOR SPACERS tiEOtRRED AT TOP OR BOTTOM TRACKS ADJACENT TO STIK:CO/MiOOD aANDS u 1 iAr•��,a.►A ate. A� A,F T CASE C tPLAN1 Dint' xAIE 3/IB-7• rFeSMcP" 4'-Walla e.4a9 1I -0-0 mum LO. - EDGE DISTANCE H==R Nr W (SEE SCHEDULE ON I-'`JR/O 1".ASE F fPLAN1 SHEETS B h B) 9OLi a/tMtr TOP ! eDT1DAt MOtlII1MIOS CAN eE CONBNED N ANY WAY TO SUIT ANY r.Aii F rP1 AN\ INSTALLATION. 2/4. 3/4, 4/4. 5/5. 7/5. --3. MANIN.- 1/4. 2/4. 3/4. 4/4. 5/5. 7/5. r VAX, a i , ' ter/10. 2W/10. 3W/10, 4W/10, B�SYFN. SW/10. GW/11 a 7W/11 L _ ANCHORS. FORR wCONCRETE SEE SU Y SCHEDULE OG ON 9OR s9N'O : It 91--- ---• 11 REGULAR STORM PANELS 6) & Q ELEVATION Na.S. (w OOLAP -t WtW ANLEAI 1/4' , MAI OAP INSTALLATION DETAILS FOR REGULAR PANELS AAA IN�QLTUOO EXISTING POURED CO�NCCIRRFDETE OR CONCRETE BLOCK STRUCTURES -0R COCIVIC. I mR DIND tE BIOOt IUS _ GHIITECBLOCS +1BOARFD �,� RD71AR♦a AMIOA1oll 1 aEaN61m � SHM ---tN�E'E6oMDYlE oR !. ,��NcaE �p�E7E l:Ei n f 9tlElO1AE B" I lilt 6I) C'- { AAP /Mari : j 1a va$N 10 on e At l a qN0 1 M!I j i F,NN U �,/41.•1M1'_ '' i O Il/IY-70.1' i � � $ (1/4'h2Y1' 'iFL/9�,y9eu9 WI . � L�iltt�IlLTe iT ' ch- �a/slyiOLu2 1�E1f' 9YM ItR FACF t-.._. j,NR 11{R' SSIMW NIT 1R M,NAMlA/. sew , ;01DLM. r L i I i I � I SAM 0 I 3 ✓ i_._' { wo'i ' I/� t 4•a2113/4- AL BOLT 1 / 7/0-uv 'MIA MU a 12 I/r O.C• ; i CON IRM AHOMM one OeNNB BoomI_._ND= ONAMOM i _ �, Isp;mALE ON%STU» an9LYImMME ON Mat n caNG116tE a �tXr OR 9NncI IHLOIAED 3/8- NON CON ce19BRutnE DF SrLlx*AL ED. - EDGE DISTANCE (SEE SCIEDLkE ON TOP A BOTTOM MOL)N1kJGS CAN OF steer 9) COA ENI N ANY WAY 1n SM ANY INSTALLATION. t/4- Mo. W ANCHORS: FOR CONCRETE BE SCHEDULE ON SHUT 9 FDA WOW BE SMTOM ON ww 12 `.3• Mari tar r j 1' YNL DAL OADVP -1 VOW NPUM R► .. r ARA, � 1' Wn. H Mae q- -- ._..----ANCH FOR COMO TE SEE SCHEDULE LN SHUT 2_ FOR WOOD SEE SECr1OF16 ON SHEET 12 SCAtt 3/32•-t 1/4• MAIL. BAP 2 67' ONL DNDIAP -1 rAWLF 1WE1Fl) ®., F--% Z; �41 — 'r10 I4 SECTION 1.tfT1m.1 srALt 3/ss• O N C_ W N O O _... U N ca. 0 -a O c co � U O cu U O (Q L to O W Cc Co O 0 C6 U_ 0 CU > O O !E � � Q Z Z W J C "Bel"Beeall +-No Cn =3 ICU CL Q U CIO 0 L.L v+ ICU L.i.J w Z Z Z Q J (L SHEET NO. SH 1,0, _ _ _ __ 1. 1- _ �_�_ _ _ _ - _ _ _ _ _- _ _-� ..II�u,4yYi'J�OW.•WiY�.. y. L-� i : � � _ I. i.- - .. ... e . - � -. A.. .. 1+• y - ,:. .... .. ..a ,ice �. �N. _ � - _ _ 0. sm. 3 • WALL AND FLOOR MOUNTING INSTALLATION FOR xmmm3a SPLIT PANELS gae.wl0P m3,\Yt WALOW wow som 1,, COOK or I'mo LANAI IL c 11 1 0m WIN I 4 I/r WIN E4 x m�aE a aw Halm am I ' 1 1 �¢ I a S 1 I 6rxa'�`iIWR1 �yL Pa as & W M E Y]iE /snucNv)lF LING MILLION sMN (FL) • "cum IN. TUBE IRAAION - 4 41-r 2' , r . 1/6• > e-r TO V-r 2' . 4' P t/r a W-r TO r-Ir 2:. 0' r 1/M . 4• t 4• > r-Tr TO a•-r r. r M I/r • OY/a 1MW tpl f.$.D. OEShce.P16,7lIalE M1Bm « W 70 +SBA T�-72.6 0� OD ImTE WILAON Gil 4LBD E ImUMd® w/o smm POW ON lop MEB oEPFtTMAIITo M% T M[ ei BOOTTIOIaO eolfOY OF OPOBIm. Be". 1/4• - Y SWALLA TIME 'W 9CNE I/e - r AG269: 1. INSTALLAT*NS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS LIP TO +55.5, -72.0 pxf. AND PANFS'S LENGM UP TO W-B'. 2. FOR NEW WOOD FRAME CONSTRICTION! WOOD MEMEERS TO E SOUTHERN PINE NO. 2. W/ SPECIFIC DENIM OF 0,55 OR EQUAL. TOP g BOTTOM MOUNTINGS CAN EE COMBINED W AW WAY TO SUrr ANY SiCTIt)M Y-Y sGLE 1/ - I' �assaaa+aaalaBBmBo�aBWa1sR- i� 1111111 milli Bill, I CnLIMe k nAOR L40LVdVM WALL k rt LIOIAEiYifl Etll AUArM - ALU MMTME AW DWALLATIOMS •.• ALTRAIM SW NECMH AT TOP 6 LAFTED TO +MS-67.0 WNW. SICAE 1/4• . 1' ILBD. DESIGN P!PSIA!E RATPQ BBaE 1/4 - IAL moummm 1 npr •4• • a Ip• es 1 >Y Few f LYa ■•R,• P•r Hue "NTo'RLiPiN• - A+s i •• IMSf T - LtEcfm AAW BOILS: 1/4' - 1• IIAXMMUM A.S.D. DESIGN PRESSURE RATING (1s s•f) AND CORRESPOMNG MAXIMUM PANEL LENGTH 00 SCHEDULIE WAf 4Ya Jm •R.NI .N•R m ..t ,ICt10 (SEL� N MN%Rm% OAgeKRON C61Y6 • '- p ,AN MNI0.6, -7L0 Y-s• m Isxc t ,N' U NBOLIED t Tm a • 7 '-WA -73A >r-e TO r-r Ma, s 3/4- U/OLIM I "m e • 7 "".-no sr-r m ,t•-e' Ys t ,/r • •rAW"" • .Tall, -q6D ,r-Y an I= 3 1/r • mor L 0 • ,0 • BNL/O W 1/11-70,1• SS. N& • wNOall N 49EM IN WW M O LAMBL mum AKY Pw PMIIELSM& 0ameaArawas As PER smtm•s I rm 7_ am som A • m Aall"A A#0. cum ) AWWW ANCHOR fMd4 NOR E4 - 3 I/2• « APPLCIAE le / ! AANO II1pAO PAI4 WHOM 7.• (11.) UPM CIF 0P-ow GIN-w Fammum nw" 0 I,IIONAR RAP m CONoN CORNmH 10 CNOMM�YING m /mNOK m tOA,aO o IF N/A 4/4 N/A r WA r •• I Ron r r N/A R/A r r r r r r , oic -) or N/A N/A WA r WA I- N/A r N/A s nom or WA WA N/A r WA •' WA r WA 3 a•Rml6 -5 -720 IF WA WA WA r WA •' WA •' WA 3 • 4 (mP) ?,-or a LEM on law r e• NM WA r r r IF r r 31BeT1" r N/A WA WA r N/A r WA r N/A 7 (mm e' r WA NA r r r IF r r 407 (BOITaM1 WA WA 12 1/r 0 1/.• ,7 In- a ,/.' 0 1/P 0 1/4' 0 I/4• 0 1/4' s (10P/OolTOIO 0O own TO • 11 FOR HONOR TIPS • WAC O MDR IRONUAow am Boom, mw mum = = ROR06 I OM NO NOW PM W000OM0ED ON R SM" M LOS TIWI aloNOMm O9MN MONOIC IMAE MO 000 ONO IN VIAWLtOm WPOWN 1Nwa 11 ON 1IMM Br MC FOLLOWS M llOWL I" Im OI'DYOBN m w PON&L "mumWOW allown U" ALTON Nu 0, w I= SM C10AN 04011111 OOAO® IVR Oa NOW HOE m AII:,OR LIMA Now in RMAe" v11F4s► L•N" a01•-NA ftimmf OQ 3 3 a 3 3In 3 ••a•MIN•w 4•...r 0Q PIS. � 4-r•M 0r• w 3 3 3 a 3 11n 3 3 3 In -Va. 3 112 Amax OBIa RBMR 1 In 31 m - - a, r Im Im ,m a3 - 3, rm ,m Im +,h1 tl ,I .III. ,+ rl _ 1.•r. ��I�I;r.T.�lwr149;- 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOAN UP TO +555. -720 PSF AND PANEL'S LENGTH UP TO W-r 2. FOR NEW WOOD FRAME COHSiRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL CAN BE SUIT ANY L i • . N � • � :f .: _.. fl SIT:. O- ll.,i , ILI Ia,i, - ILI A. u all III 11�• ILI i . •. 2 (VNq OLY FOR PANpl Ok ©Ba'O AMW AS PER ECIION6 I THU f0, ON INWIS 4, 6 A 0) ASD. C9pN PRIMIII E •Lnc b.J.) IIIIOAM SOMA WMOWm POR L0. - 3 1/r « NPLICow To >U7NOM /6 • AW UUOR NA m or THEM WwYW PAM LFNVIN V (L) OPM CF TNL ow OIA4N ROBLIa11E Ftm" 10 PAIal oot km Balm SCT 10 CONCAM 10 CONCIN E MACH 10 co"Ca E m mHORR MAGI TO 00NCK1E m OONO M am To CON wlt 16 CONQIER BLOW to m coo 10 COOCi7E ■OOP TO ODNORR To AD111aM7E ILC01 0• N/A N/A N/A B. N/A B' N/A r N/A N/A N/A 1 (TOP) 6" 4' N/A N/A 0' r 0' 6• 0• 6• N/A N/A 1 (WTMM) r N/A N/A N/A 6• N/A 61 N/A r N/A N/A N/A 2 (TOP) r N/A N/A N/A r N/A 5" N/A 6• N/A N/A. N/A 2 (BOYW t wA -77-0 6' N/A N/A N/A r N/A r N/A 6• N/A N/A N/A 3 k 4 (TOP) >r-r TO t-r OR LEM 6' 4' N/A N/A r r Ir 6• e' 6" N/A N/A 3 (BOTTOM) e' N/A WA N/A r N/A r N/A r N/A N/A N/A 7 (TOP) 0' 41 WA N/A 6• r r e' 6• G. N/A N/A ♦ k 7 (BOTTOM) N/A N/A 12 1/2• 0 T/4' 12 1/2' 0 1/4' 6 1/4- 0 1/,V 6 1/4' 6 1/4' N/A N/A 5 ("F/BOTTOI) 00.0, -03.3 N/A N/A 12 1/2• 8 1/4• 12 1/2• 6 1/4- 6 1/4' 6 1/4" 6 1/4' 6 1/4• N/A WA 6 (TOP/WFfON) -r 70 11•-2• 65A. -72o N/A N/A 6 1/4- N/A 6 )/4" WA 0 1/4- 6 1/4• 6 1/4• 6 1/4• N/A N/A 6 (TOP/BOTTOM) '-r TO IV-2' N/A N/A N/A N/A N/A N/A N/A N/A 0 1/0 6 1/4• 6 1/4- 0 1/4• 4 g, 10 (TOP) 43A -4&0 r 4• N/A N/A N/A N/A N/A N/A r 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 0' 6' a 1/4' 6 1/4` g (BERM) Ir-4" OR LESS N/A N/A N/A WA N/A N/A M/A N/A 6 1/1' 6 1/4' 6 1/1' 6 1/4• 10 (Wrrom) SM *W 111, 11 AND 1s FOR AMMM TYPE A 3PACN0 fW 06LUM M AND WOOD FROW OMLsm. of" ANCHOR WNW= 40 wil"m an ONOINCE AM NDOOW ON THB somm FOR La. LEs THAN memo OR sCIROOE ampal AN D= SPACING F NLmms wo m SHMN ON SCHICOL" of INK rQUMA FACTORS. FOI INS pgN1ON TO BE MNS" MM MIRONS OWMAND UBW •ACTOR SAL IOC E NAs NWI 101OBO WAM salvo I" Ed" ACHOR TM O "am LSO@. IBwEB m 1/4111 SAN 1/4% 1/6% //411 1 Ims WORK Cr 1N4N ow.W" saw-mv, mN ICON WAM w 3 3 3 3 a 1A 3 IYCOw, OIr�r4 aQ a 3 3 3 3 314 R4.I•H Orr♦ w OQ 3 3 3 iA 3 ,/3 4 3 IA ADUL Ol BBE MMM P A4) 10 R 2*Om 3. /m Im - I. n - aI - - I'm - Ip Im thla I,IIEtaIaTE PLUS EXOR WOOD E/O�ER m f .. _.. LEIm1N PUMMEL LEN M n• 0} E (SEE NOTE 1) • 1/49 IAG SOasS 0 i II "'1` O.C. sTAoorAEO w/ i ` l'1 SRIO N/ I I 'IBIS. iI _. _ ) AT MOmOM E PLANE DWALLATM WASF 1- um 1. 6NSTAUATNxNS FOR ALTERPIATM MN, gW k IOW ONLY V&M FOR RADINGS Wm A.S.D. DESIGN LOADS LP TO +43.& -40.0 p s.l. AND PANIWS LENGTH UP TO 12'-4• L FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SAUMM PONE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOWL Nr07F FOR COIIdIR►Td1 OF �=M90 TOP k BOTTOM MOLWnHOS CAN E COMBINED M ANY WAY TO SINt ANY DSTALLATICN. 0010MG WOW HEADER m wl, r i I iI , i wE llC16IDAB a IL .•xi . r iOI11Y. 1EPAINAOI L la am 3R/AyN'`Ai 7/R1R1��• f OON OAaT.AP r --'-J I 1 r0 UW aCltwi z rot w/1 l/r 2'r4' 1000E + >t `1 UK 1HIROAIED BEaUIWD \ I l I AT I IN�T1PLANE so, 3/6-1' • III. PA04 LENGTH \I/�W/B\ cn cu O N U N Q 0O O .CD ca U U) .� O m O C � ca.O O QD CU LL O .� =+ '^ cn O 4-.- C^^ O CD_ »c Ar``%/ 10 a. _ L � U .r (�9 J /f. - ,r�L L 4- W CONCRETE ANCIaR OONOEIE ANC M TOR Comomm ANCW@ sm sO60LL£ ON INKI l41 an somm LE °"� fat ummu u ON, NYI Hem as a1R 'at' oll SEET•N a ow ,B 8 1 INSTALLATION DETAILS FOR OPTION # I FOR LIFE SAFETY STORM PANEL SYSTEMS SHM h) a1:T /4) -. j- ,. I' t. t t s 1 1 8 A"('a"TE 8 1 1 1 8 -1 INSAEp avlcRuc 1• 2/4 iA/4 3/4 Or ro0 t, 2 k itM/15 _ �3: rI• j„• - ,.••0 , AT END PANEL. AT ENO Patio. t/4tP IRO 5130:M6 • r 44 W/ ,00• � - � Am• ��. �� (s,uos s� _ INTO EXISTING WOOD STRUCTURES PLACID mlmrn°ONCIl'rcn SIM 0 EVERY 3' M4. f«E 0) ' - 0 ` +'., 4O^' OVERLAP 4- 1 , Isown., ems, I � BAP Rww oNmeNA Rw wT6WeR (Om MIw ;MO MiT� 6Q1 WOW. p fum SOm • Y19r. a SEE 1 t/4: ( gE I r Q 1 1 INIEmOt RMil DID PAND I 1 I 1 4Yr1• MICNIE4 a/a• YNa RAw I t 4'AI.'/. A@A om 1/4 r >>iCIE E it s E Oi 3• MIEIIOR Patio. dO PAID. QdF B `T' sC1601AF SQpfFLU1� �P 1 t 10A + m • t 1 O.C. 143;� m • 3 1 0.C. OR DIRECT MOWR ANCHOR ANCHOR ww m SPACING i r•-3' M1.pmCmR MLA. ANGLR r� I cu �/r�• 1 ''-ra/Acn+G At o'�AMRLLAt°j110M DETAIL 1 WALL M;UNTING INSTALLATION �PPLICA6LE TO SCHEDULE i) Asy.V - w`00°aRIm110O1 . i I 14wws t/1• SWLL' 3/ir - 1• • SINE: 3ltr - I' t7iN0 NYi i k>ser. O ' E I 'ND •': , 4G �,TE_[R /�TIVE I &URN E 2 L 1 r I •:At°A""'/'4 MAXIMUM A.S.D. DESIGN PRESSURE RATING to RAtJ�NQ SUM A.S.D.NSDDESIGN PRESS�Nj� �(�L� .s.t) AND CORRESPONDINGCDL OR .eo001� g % I #J. l 11MMUM PANEL LENGTH 'LN SCHEDULE t 6� t 4�Nr WnwcD.a NRAIia® f r I I f j 4 Q 4 , 21 k S t, A t t3 INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES Y+�Y'�i °N`v TO sam°NE ' 1 2 N.V010A7[71 FOR Lslr sAPrTv staff wT. 1/Iy I I I /4 2/4 ZV4 3/ 4/ i w/ g19IIM_IM, e eeT I31. I f I ARG W LIFE SAFELY PANELS ' J ON � SAFEW PANEL L_ vw'LOCATION dMr A T �Lw! w111 L1IXM Cfl mfDONS TOP • R0.TrAM wr L. - 3 1/2• • 4+/J TME�wcNOOo w e Tgl�yO. 47 I 1 //N1p0 LOGlm14 a LSE (Mom tallow) IOWMTOM 1 � V I e.x Lw mmm INIMS w/ oR --- som PAEI NAL OIO Asa 14PCOY v tA/ov aNA N r •R)Pw AEMNE 0 TINRWE P" N w"Ju m .Nall -T3• r r a 3N• LM•4/o m CM6 - ---- -- - wPo REGIAAA 1RACN5 (SEE NOTE t Mwp (m� OF3BN 10 1 To arelMNa / • LINRRY AVtil { r EO CONCREVE INMIaR ' .// , l/. / ti ,//{. / EL01h • usf1iARiY 1B61Wro E rantu0 AS PnnElac m m 11owcIRrE m I:oNCOM mom CONCOM To m a/C01aN31w4 ,A1mM Y.• (!Ill I ! i0 ' •L, oR uFE /MN0. oPDmO BHNt BLOCS. BIACR us WED 1s FOR ANCORB APE • OMOND Pa Om %",Dm NO IOm WAS amm C, SIR, 14) POUMta1LLt1ETE OPTION #I FOR LJEErA'Ls3fBEi6E pmT w/ BwiIAOOOD r N/A N/A A r N/A r N/A r N/A , • s WINO M NICOR WACOM NO NMWW mw DeCNCE M sOmOm ON NO ao,muL no RfpaRm YNL WIw1ON) ALWrW (TOP) to, Mg COMA NOENIIO all !DENS RmIKi ANOIOR 1rRCND Nn OAIPKAID ePAGC - '\ COLA /(/-L7.-,�' m E IBM= 00 MOMM PROM RNRDE 33.p. -mo 31-W OR LESS lHO N am SC M" a 11B FOLLOWING AlIOOR. Fa Tim NwfR1/ON m BE Pa Comm11CBD111t ON"" , OF STOiCRRR. B• 7• a' B' B• 9• B' a• a' a• 1 (Wrmm) AOIKED 3FMaw OBTAINED UaM mm mu NOT a Las MW LNNN romma f1BEI N) --•[A ELEVATION r N/A R/A N/A Ir WA r WA 0• N/A 1 • 2 (TOP) ammm MR SAC+ RI COR THE R ANCOfN /more. I it I ,COL I _ 1 Iti1 Rm0 M,E .56A -72A p 1/41M 1 ( V - "m PLAX I ,III w011E® L WALL MQUNT= INSTALLATM WALL AND FLOW WOUNTM saLE s/sY-T• a• s• r D• r 7 1/s• r 1/r0 1/m. I D' a• r 1 (earroM) SECTION I SA••u E. 3/g• . 1• � �''Cf(�N 'Z SG4E: 3I0' - 1• ��011 • • 14' Ya. a N/A N/A ILIA S• N/A e" WA e" N/A 1 k 2 (W) ~peace wI0w1 6LM+OIw ONP-N i 11 I- J 1 j4' M. OMr / +5&0 -7LO 7'-r ro IF t ; ' I- w r 4" g• 0• B' 0- e' r r 0- 1 (BDTIOM) ,r Nw10 WAIN a a a 3 a IA t -NvaA B.•DQ 3 3 B e..L :j ATIVE 3 U ND7ES tll R SAFSTr _<xuu P + MiFJI WSTALaimY . IeatNIRNNC 3 a a a 3 T. LIFE SAAI STORM PANEL CAN BElOG1FA AS m END PRN0. (FM6T OR LAST PANEL) - 3'A 3,A 4 v ALTERNATIVE 4 OR m AS MTDI011 Prwe ANEL (RCA PANEL =ArAW N BETWEEN END PAIMS). , , •' A� er m.s a 2 wA STOOP MDurt caxoDRrs AT BDT1mA wA En - 3 Sir . AVRZ BY OBL Bew� BONE r REDy1Elm I T�4y LM spMw 1 r O.C. w/ 1 t/S• LIFE SAFETY PAMW WY OR M4Y NOT E DWALIEO AMCOR TO REDWAR PANELS � NM 1) � 1 , _+�• PBiOROOR pt • aaaaaaaa� cn (W/ OR W/0 EOAAI! TRIGS.) 3 , _-""- _ _ _ .all I ,/41.S.If/r LOCO BANS nlNwa w/ 141WAN AS.D Law • HN' ,0. nRI iBF v A+RLD INw 1 (a• • r LA. LRAM R• O/ Ar6q APPLrNILE ro -_/t' ,//'tl..er sA Rs. • r a¢. acu a LIFE sAFETr PANIa aO16MSTs OF g,g3a' oALwtszm stM2t s1oRM PANEL As SECTION B-B o1s,RNTAPWIN sEcnows f k aA,DaAA _ r +m /m - 1m u RmtAyA4ww,.AA•ED /ANewTc roMlE/e DR ALTERNATIVE WOOD FRAME CONDITIONS � ANCHOR LOCATIONS PER LXMiPO11E1NT SHIEST 4 a ORAWAHm. sOALE 3/32'-,' OF T11DA p. TI((I + _- - - Im - ,m 71MMlDAW omWID atMNa3 3/r - 1• )� FROSIR COLIWA LENOM •L 14u • rr Oro D t , 0 M "a PANu �S RSELF ro E REMOVED OR INSTALLED FROM THE OWDE OF A �Q ■ ■ ■ SIRUCRAIE. ,All .2 -61.3 r 4 1 4 1 r 2 (BOTTOM) r-r OR Loss '`v;••••••• RN[ I. NO s,aN NOR O/N•Iv J. LSE SNEtY R TOP TRACK TO E GONwONENT • BOTTOM tTNC11 ro p TIL(/r +32A -66:0 3• J• ♦' 4• 2 E�,....., )' HIM. PAN& R PEtt s1EET 2 oP THIS BE CNCL m 1yi' •,:... • •„� (BOTTOM) r-a' OR Nsss 3 EN4 f 11 U ItiQJ�[{G IN.SjALIAM COYPOII�T E wSTULID Rats OR FLOOR MOUMM FOLLGIRNG SECTICIRS 1 k �(I':' GCM •. ,aso -72A 2 1/2• I 2 ,/2• 4• 3 ,Ir 2 (6orroN) r-O• OR MESS tip. 4416T ; * ALTf E 1 W �• , - a W 2 oN THIS AS Ww As OETAllS 1 ! 2 aR SHEET 14. `` VlE rum" BU Lmc (IONS MMNT4a•ta 2aR6 .ssA -720 2 l/3• 2 N/2' N/A N/A 2 (BOTi01A) r-e• ro s -o' i *' * FLORIDA BURDBNG t�E A Nlxrfe•NB ZOM � CENSF''•.• 4. OIL LENGTH I= COMPONENT B ts'. _ +jp. ,RaAm Taam3, an r>- 36.0 -72.0 N/A A/A 3' r S (BORON) r-6' ro 6'-6' •area nlrmL k tip, F1rORIQA WIN.DIM(i CDDi YNIMc ML1rrID•tu zotl• MAN. ANCHOR FACING FOR AWtORAGE AT OOTTOM O GNEN ON eJ•. am willm aR. rI. SCIEINJUS �k 2. SHEET 14. ® * 20 IiADC QALVMtl2ED STtSI SfOgN PANEL aN1M Bn P �OR1Of' 2D GAGE QALVAMtip STETS STORY PAWL N •,, Alm �* : Q 20 GADS GALVANIZED STEEL STORY PANEL wtlBIN Br a sm Or"s MR RTBTALLATION tiro WOOD FRAME INALDsms IRA SHEET Is � PROTECTION PRODIM.TSM LLC" °r/mem-'E 'R s AL PROiECt10M PROW)CTSM LLC. a R Rt0 PROTECTON PpODIICT$r Lm. eOIPorENT MAY E PERMANENT OR REM&A L lk /► Z =y1'y OR II. E C O tAt. S /R Pam- a/Ay,•aa /, alsrNLOAIA) Aw oRLY sw,o toe WLAOmR „TM AS0. COON LOM ,P TO .Q • N •l, '•••• ••• •••• • mwNwwa m •/ II• E \► O Ewe. am &W I mstw MR H -uA IwA Nm RwTLs LE1100A NP m r-r. �}) •'s ......• E / /m/N•E /�1� IL ECOtw�. Z 6 SEE SHEET 4 FOR PETAL APPLICABLE To THE NEDE861TY FOR THE MIALULTOM of `LYf tip\, NA AR. a. aN wr Nan RWm afgNRA-tW, rNa aN)tw-rN1 t P10Bic w "s00w0/ S &O aw ay a DaR mir°�w To w 6amNBNN �SI Al : �ODwNc•'n�'aA">re.° Q SPACERS AT TR\CICS WVUEO ADAICEM AND EYCIM TO SFIOCO/WOOO BIM. P,-• , �_A• . q, • pA nf-+AI 20-770 NIIAd 41-aADAtf nMwN w: Ne.,'�SRN'i` N. - IMW m-W+ a NOND m*w-1w rNN aNR1E•PW -T 76 ANH HAwtA +N. Ar aM. = _ wRLP t"4)1�7$W MN: OW WWO-ON 20-176 PL aw4bo C aAm A i. /3. Ir - fEl V • w /L MNa1O1 A Ar RE - ONO A >• P.E. 1• ,r - G-ww7toOVANO IM r A. -NO . ti . AN -IF e • BANKING A- t+Itiw A NI1T N- / - ERIC, Is Brs J SHEET N0. SH 1.1, ANCH016 (SEE SECTIONS ON SHEETS 17, 1a 19 a 20) VAX. 34/T7, 4A/v, 6A/t6. tNB/17, aNy1a. WAS. MIN RMWr6. 7Aw I « HwW/20 611W/,IL aMPr6 s 1Nw/66 ,i, t o -� 0 0 o 0 �I + 1i�w (f 1 a I 1,110, � III ' t �'T� MAIL 1 T PANEL LENGTH ows LL 11 -- L�\....r9NPOsw!1111E AO, LaJ r MAX DA/N7. W17. BA/1R 2�/17. 4NVta. 0/16. r It• MN. 6►MM'. 7q/i9 a IWW/m 1 rIr/1f. 7N/I1 0 WM/s0 ,• MA -_AuCH0RS (SEE SFCT,ONS di S erm 17. Is. t0 « 20) OPTION J2 FOR LIFE SAFETY STORM PANEL(I ELEVATION SCALE 3/16•.I• ,le. SECTION A -A SCARE 3/14r-1- • -1 Ti 71 M j,177M • :: * ;is . • L LLa1. I MAXWW A.S.D. DESIGN PRESSURE Max, PANEL LENGTH L (TO SEPARATION PMVEL RATING (P.I.(,) (SEE SECTIONS)+55.0. 1=2 GLASS CONDIMA -72.0 B'-6" 3/4' UNBOLTED Brat oC ! T r Ron tin" in BOL (SEE NOTE:NOTE:1 rOOW) COACT. t WINO Wfl i 1 WHINGE A 12 t/2' O.C. TNCON 0 r O.C.IVI ED I f I1 �` OF PLAN WALL hPMft "tyJ.v= 7KIN AT HIgWD1H - _WDDD P1ATc lAtlEL M IPCnLE J/6•.1• SCALE OM. 1. I SINJAIVIS ARE ONLY VA D FOR IRALOMOS WITH "0. DOOM MODS U► TO +BSAL -72.0 PST NO FMw.7 IDMN UP 10 r-r L FOR NEW WOOD FOAM COMITMATOEk WOOD MOOORS 10 BE S0006I1 PIE NO. L W/ vmm Dow" Or O.K an Woo- 11ry.�'Tii��>fi COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SORE 1/3-l) (TOTAL ROM) 'C W7' 1 7YP. Ij -L �_EOOE ..;�` `--- LJBT EA 7 --------------- --- E a6s 01POE 901MI6RM � o-W aKV: 1 _ T OETAI 3AW + i - R �'R, yZs• -T>;G- , p STORLL PANEL Pon's OD NIP ��-- W/ HDOW IiiE ISOMETRIC VIEW QUAIL A SAID• ROUNDED CORNER • ENDS OF PA►EiY ' END UP W/ HEMMED EDGE (N.T.3) �J 000 _1 r 115' Q�I r ri 7a0' .oe6• RNPa L L-3• Ma.---j O7 3*_x3:(MMj ALMIM, ANGLE © STOP BAR T1" LOPIG 6063-T5 Mum. ALOY BEREFT! 'h' TRN�1` t .air jTljp• I _1 O up,,~ SOOT T6 Mum. ALLOY B r O.C. r WND S. li G Z, PANEL UDOM (SEE NOTE 1 KLON) M.S. W/ NU1 © REVERSED 'U" TRACK r�^ 2.060• i .t23" ® 2"zRaMaj MAIM. - ANGLE INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM [ INTO EXISTING POURED CONCRETE OR CONC�REIETE BLOCK STRUCTURES 4- IMPOWN ARCHERS ANCHORS P01IE0 OONga7E�JJ --Pa�m CONdiS I01lMD COIICIiIEOR CONCRETE� 1 PaOR mC0pp11pp��11�[BLCK 11 DUI RD OCK REMMRD ' _ BLOCIt1/4' } 1/4• I 1/4• . •ED,• I jw� ,• `� , wRNM1M W, A f 1 w W AINNA WIf pG AUTOS asa"fr. j •� W i O .m Ei nsr.�e i •o ' srr 4 i --� � _ •� GLASS k - - I�� • A.I. �--I if icAi• , Eu• 3/3r NFa NUT �M41t • 12 1/2• me. ____�t a TAPOON MICHORS • t/Y 0.0 111O W/ 511DJ --"' UREDRETE alone SOME spa•-,• -� i 4 TNOON ARwROR6 4 t/2• D.e. i lsTA990Rm w/ sTuO) w.ETE OR BLOCK SOME srr.,` MS II 15 AsI A1W1OA6 . AM= in w� MTN NAO110 IO MR PUOOW Oro WOOD 0E r ANM011HAIYM «y I MHIE rnoQ MMIIDGE O N4 10R T WING ANO AS EOOE O ME 110 a 1Mi •MRIMAIO /Awn4F AI S AIN LOW SOOIAS FCP E.a LEY WHIN OPENED ON Nuum S Am1K9 Mf" Ig101M A Y140WLWG 6 MWPN ON SLT1DIMt IaMAM O.oP. Mr Gil i AS{K Y PFOI6R OWING n 1Hc PDHuwW rM.TORL TOR i1Nt APOWwI WT K POreLE 11t911� H �, x • ,y- - 9FAt.TMF. THAN M5 SIM NCR1t gou1010 NOT K M N THAN YN•PA1 HONC•O PMwem WIl GKi+ A1COR TME RW tMR sOHIHm1AE _� - il InN AI MIN AT WALL MMSiALLAnM SCALE 3/6'�t" E1DSFl• ,. INSTALLATIONS ARE ONLY WAUD FOR BULOPM WITH RSA. "M LOADS UP TO +3GA -72.0 PSF AND PANELS LENGTH W TO 6'-r. L FOR MEW WORD FRAME N16TRUCTOW 11100 MEMBERS TO K SOUTHERN TIE NO. 2. W/ SPECIM boaffy Or OAS OR EQUAL. 0asolloilloom fl/■A■�■�■■1u■�■e■■1i�■i��run■i■■■-minimillsa■■■■im 11/Y - .. Va1r-m.3 a'bs. Ns. 1►/ /rip/Jzf wO NUT WA4 / 1' tAPOON ANOHIOIQ eLoa1 REQUIRED WALL MUM do"AM SCALE 3/9•61" la'fT.`ILi�r�• .3/a•5,6, NA N/ Is' wNo Nur wPeNeR NM 3 GOOD Y WA. l 1• WL I•�, MP• T I- '�OR � W/ OAR W/0�. ® •...a...w .w aa. ; NIDIa MYEtSy��lO• •yiE-�I�G�� POW 1piW�pFgpE� 19- Ir"MMM BE W. [-' TOUT[ >/N" - r Nf OF STM BE PWWA M ^OMHMO SYSMM 109E . 1 WBa Or STweTURE //4' Mw SIN ,N• Mr. Hw /H• NH• LW ve NA..AIR 1 - �+°1 SECTiOM A -A 90M4 R/LS• . 1a SECTION B-9 � _ SM[ RISE• • H' (,). It[FW41ION a sA>dFs 1mD E - Z HAND STORM PAWL SY57EA1 COHHSO7N0 0< PANEL + 1�E5. DeFrSN,eN-er SETeEe PDeo- E 2 IRACKS AT N AT MATE PLUS OR 76' LONG (,). - HAW SiCW PANEL SYSTEM CNSISIM OF PANEL . COM. TRACTS TOP A BOTTE L (�- jjND PAKLS 51MLL ALNMYS K CONNECTED To BOTTOM TIOICK OTHERWISE A STOP BM (2)• ENO PANELS SIAL ALWAYS BE Plop -rq D TO Ef0�110 SRi WALL BY LWANS Or PMELMATES OR. Nr LAED Y w/ IS LONG LONG Qi]I 1RAGf A BOTTOM as PAWS @) 91tM1 BE PAMM AT TOPOF SUCH PANELS. STPML E ENECTED 10 w 1 4Y-21M3 4 .S. PT/ T/♦Lj1.J `WIND NUT_ Y-( IOC TAPPED r AS W), F EJD AK ro �DTiOL/ TNCR, CONHECraN SMALL CONSIST OF t ♦"4�4 M3. W 7 WING NUT OR t/4'AS/•' W THUMBSCREW DESCRIED ON1/ (a)Pu2J FOIE 60T701L OF FASTENERS WY BE AT ERIOt OF T1P0 EXTERIOR FLIT Of END PANEL (J)' FOR C43M WHEN END PANELS ARE UK JOINTLY omt+ti BW OO PANELS ARE NET WAINW ED TO /BOTTOM TAM.KM. 7L STEP BUR IV AT ND PAN /RACL C.•. A STOP BAR (4), N CASE TACT ENO PANELS ARE NOT CONNECTED 10 BO a -10 ML" E PNOWOm AT TOP OF SUCH PANES. (4), FOR I SIAL Ai10N9 'MEN DID PANELS AM SOME INTERIOR PANELS ARE OIREMY PAWLS DIALLTTOM G ONLY USED USING SPOCS AT Ton AT ON NOTE(( ABDYL M SUCH COMMEC110T/ OTRACKPAWLS TO BOTTOM iRAONU ANTI OCCRI AT J1NY PANEL L0G7ION. EL 1MAyy�URO SLY N/ TRAOK p¢�� SBOTIOM ATMiONf. BORON TRACK ONE INTERIOR AN Lilt W/ TWO P/FEIAMEES N'OLLOM9N6 SOACPO SAWN ON ELVAYGN AD W (4 SEE SECTION 1', 3' A a• ON SNIX, 24. SEE ANCHOR SCHEDULE ON SHEET 2L YM. COW INSTANCE FOR THIS9" THAT ETEROR PNEL USED Y W DOES NI NOT NEED TO WECOMOCTED 70 HK ANY M&W!. TIAMaR ISt LRT « RIGHT SDE 0i PANEL) WAS£ r .z .. THEIR OVERLAPS RETAINEDAMICENBY S. 60 x 'L• I 4PI V "M MATE Try$,) wlfywWw v R I I -''• n•-tr� Pxa1AlA,E Pws w/ 1 . a/32. 1WHO NUT PIMIDt •6t/s'aa rnEeREnOdt REQUIRED WALL IqIM@ TNlN1►IM SOME sM--FMIEL mow 16 «S6 Alw • Alas TM[ 44 1 1P wMr MD W OD ARMS MDR IBSWR/PN1M NNR I000 NISI[ I now 1WWE01 0MM d: mow NO IIIMIIAI mK All[ MIt ON Y/Pt M AINOA OYWM a •IMM.aM Aw..A. PMJ i S " AM L so"" No EA Lilt WPN MIOAiso a WAW L" Noma Mno 4YYAI/ N R M1aN NiOAAE M N.I Oy.w IF,A Oy i i ,/! AaEeM � IK6S6 ev 10K by W1E lMLOIIO FADIOSZ /OR INS OPEM,ow J A 1/ 1E Parrs MORNOV H >s ' N T/r WACM BE um D/OWO powMiss WYWL D FO 1E6S TWIN OPIUM Ia o Two INDI a o01 HilfiH ANMAOR 7'1FE ON 1Hu aD1RtNAF N• ,q 14N it OENEISs Lmm VW z E-Z 1YMQ A IMIEL SM 1, E-Z WAND STORM PANEL SUONN ON THIS PRODUCT EVKLNTION OOCIOENT (P.ED,) HAS BEEN YEARNED FOR COMPLIANCE II al) UNIMIN D UMM OF TAKEN ANCHORS AND PANEWME FE NLE D « PANFLNATE PUB W o CONf.'pETE ACCOImA142 ACTH THE 2020 (ft Eot110M) OF THE f imm BIRD= CODE. BLOCK SMLL E t Ile.. OMON WIND LOADS 94ALL BE DE 111MI ED AS PER SMT1DNN 100 OF THE ABODE MEMiONFD CODE L2) MI1RR1 EMBFDMEMY OF 1/4-0 17/0' dUt-41 ANCHORS SHALL BE S 7/r INTO CONCRETE. POR A TINE SPEED AS REOt1I1E0 BV TT� .MMI6DICT100N WHERE 71♦F3E SH6TTERS RRl BE AHD FOR A ogECTaNARY 1001; NA•d.BO. USNO A9CE 7-14 AND SIILLI. NDT I CEED AE AS.a) NO EMBEDMENT INTO ANT F9ETH MATERIAL SN11LL. E PERMITTED. CASH) ro 1/4' 0-20 55 SIDEWALK BOLTS USED SMALL BE LONG DALE ANY RNRN Ti AMIAL CUM PRESSURE RATNISS NDQUEO ON SHEETS 25 A 25. ENGAGE 3/4• RITO ANCHORS. N own /0 VERFV TINE ABOVE CONDITION, ULTRKIE DEM MIND LOADS DETERMINED PER AM 7-16 SHALL E FAST REDUCED TO AS.a OEENN WIND LOADS 91 MULTWLYRO THEM BY 0.5 N ORDER TD ro COMPARE THESE W/ VAX. TREE) DESIGN PRESSURE RA7NP06 RDLGITED ON STREETS 25 A 2B. L311 N LYA9E 1HMT PRECAST STONE. OR PIE6IST OGICRETE PATHS E FWIND ON THE EKISTPNC WALL, ANLTIOIR S1MLL E lDtlG H4CIOH TO REACH 1tE YAW STRUVURE BAWD SUCH PANES. ANCIORM:E sMYL E AS MENTIONED IN 5.1) AND N B.2). 6R2ifiLSE W ORDER U VERIFY rO WINE LOADS AND NMC ISE ON i HE PXCL A9 NETTED WERE NDT AVER STOW HAS A BX01EEN N ALLOIYBIE sTr.ss PDR wIMD taADs Twa DD2 IIseD N THEIR NW.Y56. F1LseENENRa BPACNG ro +TOED HIAs 1TEb1 DETEfNNEO W ACCORDANCE WON N.0.5. 2015. (C) INSTALLED E MLLORIN: ALL OF THE REDOMME DAYMNS AO SPECIFK A106 OF THE ANCFDR'S STORM PAWLS ADT)OUACY FOR WPACT MO FATIGUE FATE RESOTTANCE HAS BEEN W BEEN VERACCORDANCE 0014 SECTION 1626 OF : THE ABOVE MENTIONED CODE AS PER FENESTRATION TESIM LABOMiOm; HNC. REPORT % 203Z AS PROTOCOLS TAS-201, it. IT SMALL E RE9P011EERT OF THE CON7RALTOR ro vERIr 111E souHEREss of THE StRLATURE tWMDE SHUTTER US-202 AM TA5-203. IS 4A. ANCHORAGE. TTES SKITTER SMALL ONLY BE ATTACHED TO CONCRETE, ILOCL 2. TN5 SYSTEM HMS BEE= DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPEMW ACESSN6 THE OPETWO FROM THE ISTOBEPROPER ISDE w/0 71E RISE OF A LADDER OR CRT. THIS APPLICATION 1S VALIDWHEN PATMU ITION 5DMOED TO BE PERPOfM1ED FROM THE MSOE OF STRUCTURE. 12. THE INSTALLATION CONTRACTOR IS TO SEAL/CACDN RK ALL S IJIT" COMPONENT EDGES MOM REMAIN N TMICIS CONTACT WITH THE BUILDING 10 PREVENT W O/R4N RMISOL TIMx ANC SEAL SHUTTER TRACKS ALL AROUND FULL 1. SUES 'NO 61M N E TO STOLE ANC DOUBLE HUNG STYLE WINDOWS WHEN WSTAl1A7aN S REQUIRED ro E LENGTH. PERFORMED FROM THE WIDE Of sTRtHCTtIRE THE W E STRUI 13. STOW PANEL INSTALLATION SAL COMPLY WITH SP= INDICATED N THUS DAMPING PLLB An BLS ENNI ANC ZOW4 4. ERNE ROOD WSTAW110N 6 APPLICABLE M SIDLE AND DOUBLE FILING NO HOROOIOAL SLSffitb STYLEtNNIOOMgF WIEN- REPAA706 PROMCEO BY THE AIR�ICIDN •MERE Pow IS APPUFD To. INSTALLATON 6 REQUIRED 10 E PERFORMED FROM THE NF31DE OF STRUCTURL 1•. AiRLM WIDOWS AND DOORS. INC. E - 2HANG STORM PANEL SYSTEM-M Pffi91► PROM 5. ALL ARlMIMN EtIT%406 10 Be /963-TO ALLY AND MOM. (UNLESS ONERWISE "DIM 15. (a) THIS��PI A CT EYAFOR AWSRE DMAIDIT (pPRDJECR)I PREPAREDWNW By THS SHE COIDIT DOWER6 GENERIC OflM7E FINANDDOES NE P.NOTPWADE I. ALL MAW" SWV METAL USED AT CLOSIAM SMALL FARE. 3105-H14 ALLM. (I) CONTRACTOR TO BE RESPONME FOR THE SELECTION, PURCHASE ANC M MLATION NCUDWG Ln WETy OF 7. ALL STEEL SHEET META PANELS SMALL HAVE SIRUCTIAIIL allk T' StEEI. ASIM A-W GRACE SO Min„ GALVAMM STEEL THB PRODUCT BASED 04 TAB P.E.D. PADMDED Ktsw ODES NOT WMTE FROM THE CMMwom WAKED ON DESIMT1CN W/Fy. W3 MW (AFTER ROLLED). TKS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE COMftWrOI S REPONS1116Ry. 6. ALL SCRflK TO BE STAMSESS STEEL 304 OR 316 NO SERIES OR CORROSION KSSTANT COATED CARBON STEEL AS PER ON (e) THIS PRODUCT COLLATION DOCUMENT WLL E CONSIDERED RAINUO B MODIFIED. 5=8 W/ 50 AM IIU "MOTH AND 90 W TENSRE STRENGTH A RNAL COMPLY W/ FLORGIA WLOWG CODE SECTION 241 IJA4 (d) SITE SP[CITC PRAIECiS SMIAL E PREPARED BY A FLdIDA RE0B1E1ED de1011EFR OR AAC61E'CT WKCIN WILL 9. BOLTS TO E AM A-307 GALVANIZED SREL. OR 111E 304 SERIES STARMESS STEEL WITH 36 IMP MWRNM HELD STRENGTH. BECOME THE DRGNEER of RECWO F.O.R.) FOR 711E PROJECT AND 1PEI0 WIN. BE 11ESPOMSBLE FOR iT1E iNaPOR ARE OF THE P.E0. ENO/EFR of REZORD 10. ANCHORS 10 WALL SHALL BE AS ►OLLOW& Ae1RNG AS A CUM70 ENGINEER To THE PI.O. DORM. SHALL SUBYR TO TUTS LATTER THE WE SPECFIL ORINN86 FOR IE,4lWKM . (� (A) COLS PAA SHALL BEM THE DATE AND ORIONAL SEAL AND SONATIRE OF THE PRDMMOL ENOYEFD of - 1/4'0 TAPCON AHCNXCHCRS AS MANUFACTLNm BY I.T,W. BULUX. BIG. (MN. re.3192 P.AM.) RECORD HAT PREPARED IT. - t/4' • % 7//• -N AMCH K AS MAW"BIAED BY DEWIN.T NC. (MN. re..3000 P.aL.) - /14-10 PAPELLWE FEMALE ID ! PIMEkMA11E PLUS ANCHORS, AS MAMAI►ACTLIKC BY D.CO CONSTRUCTION PRODUCTS. ItSTORM PANEL MNOFICTUIK1rS !A/EL SEMLL BE LODILTID ONA READILY VIBIBIE LOCATIONATSTORMPANELW ACCORDANCE WITH SECTION 1709-93 OF FLORIDA BUNXM CODE ONE LABEL SNNLL BE PLACED FOR EWOW OPOW& LABEL" TO COMPLY WITH SECTION 1709.9.2 Of THE KORILI 9AALOING COOL 061) INFORM EMBEDMENT Of TAPCON MICaRS INTO POURED CONCRETE SHALL BE 1 3/4' AND 2' FOR PANEWAX FEYAE D A PANELMKIE PLUS. AS) MMIUM EMBEDMENT OF 1/4't 17/r CMN-N ANCHORS SHAALL E is 7/5' INTO CONCRETE. No EWEWENY INTO ANY FINISH MAYEMAL sHIAu E PERMITTED. 1/4' 0-20 SS SIDEWALK BOLTS USED SMALL K UMD t PXS1DIAD ANY RNGH1 MAGAGE MATERIAL COST) To EN3/4' INTO ANCHORS, AM W CASE THAT PREWW STONE PRECAST CONCRETE PANELS. OR PAWN E FOUR ON THE EIOSIN6 WALL OR BOOR, /NCHM S41LL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. 94000M �'•"'•• �: � •VCEAI •�'• SHALL K AS MMORINO N A1) AND N A.2). :�1 (9) BLOCK t No.<4167 * ° IT E,t - 1/4' 0 TMCON ANCHORS AS WFNIFACTIAKD BY I.T.W. NA.DE)L BC. RONDA MMAIiG CODE 11ut1'koR1W - 1/4' ► 17/r CALK-N ANCHORS, AS WINFACTURED By OEWALT INC, (e,n.iS00 P,P.H.) , •INr THUIm Aw - I14-10 PAFRIWTE I'DWC ID AND PAELNMOE PUTS NMCHDRS, AS MW JWL4 ED By EL.CO CONSTRUCTION . 20 ME WLYMIQED SIE:E'L STOW ►ARIL III` PRODUCTS (f-2071 P.I.L.) 10 MA` a- INSTALLATION RETAILS FOR SERIES 2000 AND 1000 E-2 HANG STORM 1 ID CONCRETE OR CONCRETE BLOCK 4 I.L lis°i�irWl'"LI� N1r1e1W, Von, 10 spMu� W �-1 `a�AAPW16 _,0 B<76aMeP 9GtE I 'MF�•;H1 •. rVir 1WW , M rr N N s 0 O .� co U -0 N C- cn O (a rn O O1 O W L C6 = 0 O 0 LL 4- 0 cu > .0 -0 E 0 0 cu O CL 1--- -0 ._ Cn <C itJ � 0 C, Q Lu ch t .Q > a- L2 W (n =3 > O U) CL U cu O CLL 0 a/) E r 9 /J) cu B..B..B UJ = a z Z Q J a SHEET NO. S H 1.2 (1. ! 11 N 1! All _ 1 .. Al III I.4 1 H. . L.J. •�x - a-.,.-..�-.1. Lg� . •. a> , ..a a ,gin. . al; wimm NOW w M OlAB9 COIK9Y. nmro m. +a -75.3 w so* 2 s/,r BOLRD • ". 1•. Y, I'll. A 3Y +6a0. -76.3 7r OR um 2 7/r e0132D • W A 4b LWASIa® ig.~B0N1W DI PANEL WN1W, Al WDRAF W WN w PANEL Wait! RSA. - IAIWW I AV== WAO FOR a - 3 3/2- • N"JG EL TO MMRM AM 110FlMJNON is TH M VAXNLOW1• PU PURIt L tl. L1Po0116 GA -411 F N 1mm IBM" O FAMMO0E PUS m o6NOER Ngo To Eo mom TW commit m cONDm 12' N/A 12• N/A 12• N/A 12• N/A V A r (TOP) 1t• 3•• t0• ]• S• 4' 4- r BOTTOM) SERIES 2000 66.0. -75.3 12• 3' 12, 51 a- a' a' Ir ' 70. ON LESS N/A N/A N/A NIA N/A N/A 12 1/2- 11' or (9wTCVQ - 7' N/A 6 1/2- N/A 4 1/2• N/A 4 1/2' N/A 3. (TOP) 12' N/A Ir N/A 9 1/2' NIA 9 1/2' N/A r (BOTTOM) lr N/A 12- N/A 12, N/A 12• N/A 4• (TOP) 1r 6' 12- 9 1/2' 12• 11' 12' 11' 1 4' ('GOTTOM) i wer m 70 ILO P.R.N. A.S.O. on" PICMW MYNa SSE OW 26 FOR AUMM TYPE A SPWMM tea MSKMAANSre ON a= TWE masm ~w No" MPwom AD INN* OXE ammo AIR mmm ON THE somm" FOst La L!■ THAN MDIDow ON Somm" am= ANCHOR •NNOM BY "OLVMI SPAOM O M m OMMU M HIE FOUOISIO FACIM MR THIS OPOATMM TO BE MO" I® M MC M WrAWW MwM FACTOR SHOKA NOT E LEES TURN H OOM $PAW NODCM RR EACH ANCHOR TYPE AT Ai1Ol0as IN 1/41. 1HALT t/4ti 1/4ti UPOW 011R-r "L AiDNm .MwM W 3 3 3 F 1p aMMF.OfA.O MNMIr 9Ai WILL ar.ar EA1w tkl 3 3 3 3 3 3 1/2 3 1/4 4 p■ m pwmmw RL41N1 , 1/r 35 - - - 3 p Im im A 31 1m Im t + NuAm um ownemm •Ermmv BOr10M OF PANEL Am ® To EE: 1/2' Mf1. 91/21 +'+ aEGwEs Mo. awmat KrAm earrom Of PANELAND It 10 10 3/1r . INSTALLATION DETAILS FOR SERIES 2000 at 1000 E-Z HANG STORM PANE! n INTO EXISTING WOOD STRUCTURES 1/4Y IRA. own a 1• a6. W/ 1 ,/2' Nw. 11MIDWtD PDErllallm (j_- 22.4* 11000 ,I/4'r {AG sm" . 6. O.L 1Y/ m 1DmTMM W00o HWAODR. r• � f , ,R.Aatipell ON EOCE 1 1/2' 10, rARE- ED f1DIETM7gN to Om1.M WOW am l r l 4 Ewa ha.1• sA1s , 1 J� r•[A DID am 4,4 Ek no or '•Vll SSH RTK INN a S. /7/sYai/ST• Z KEmr a'A'VDO.W �I I - � e F , o 2 1/�Y- 4• Ms IRA/ / MDT[ M m� I iL �t/4Y /AO saatrs • r O.0 W t4-/0 . Ir "' O MpwR "ASawlDIK 10m PALpp3LHA1TE P a WI 7 )11ow►OMDE7M110N ,t • o0'2kAR2 of m caa C"w"a6 TEAT AL7ER►urnEl 1 'W SCALE 1/4-.1- 3mES 1. wBruuTIONS ARE ONLY VALID FOR $LgLDOM an Asa DEMON LOADS UP 10 +66.0, -75.3 Pr AID PAMMS LAMTH UP TO S-1O•. L 2 NEW "W M" mN30NX:7g0.� "M UDM To BE wUUMLN PPE No. 2. W/ SPECIFIC ODMff OF 0.56 ON EQUAL. EFTA OF IOU OALl1 2 W 16ThUATMNg1ME011mq ao119M.A8 �'6P OGN 10► A eorlaM HMINt2Hm YJw gm ty r C060M IN ANY 1 MY to SAT AXV OWALL411m. POP WAI or EVERT 10 0'AIMIL MroN'iMN G �1 EVERY OVERLAP r- I w �'1 ., 1 4Y RAMUAR FAME M PDQM1048 12 1/2• o.0 �i9DD(2�Y"• AU7 m HW MK WAkMIMMAITIWON ALTERNATVE 2"1M SCALE 1/4•-t- E� S oo""'M"M r 31 ��vCEHJve � ; • No. 4 STA OFH AASOpHmr s WD R�;•.- NOR : 9411110 TRAM W7 I -MN no CLAWTV "•NM"�NA•' �L 1 1 4'. LAO saWAs • r O.C. W/ W. 7NIEADED POOMRlN 6 COOL1441• Lus iv, Do or ne t/ 7u(SL DUAL 1/N • 1/4Y lA6 $am 0 r O.L W/ I ,r ,. TNWAM PDAMPARDa to OmIMHO 11000 NEMAR. C.M. , `•7•[_-�.�0��•�•� NrttsNc to 2 0 C. 1� H4.t-<AA F_Sr• OU END O SM IRTAII 1/24 A I raw N'A" a Ou"TO ( l4'r-263t4• 1�1 jj SC6/y2/ WQiM G ) 1 2 ?A' W. 7M/a`Syt7lyE/W ! - Ui 1m ' 1��/a49•C�RF)F2`• 2 6/s 14PATw- NM6 M)T i BRIO MR i m aJ33. l EYEar OEIOM 74 r yaat. ytpApN1 ■ r oc��1` 1y) 8 i' , I• Mn NUf7d1 1 4T1�-y,E , �/.6 4' sHMr t I` \ � 11 2p3f ,A 9L7DW) ` OI 1 a 4-NOR ,A SPEW) •+\ •'�` I j 1 4 wR f it OC.W/ 7/6•rY/32' /+Y UO SM" • r O.0 W/ 1/aY LAO SOm1'6 • r OC. W/ .. :�' My,. 1 1/2• Ir. TINNEAOF.b rOAT1A7MN MINA. u) Y : i,�AMH � PdOM,N* 'i IRA. YM' ITOOD no RATE NE010*9 .w.w.'• RATE fAUM PLAY RAY am am ON MMLLATIQ AE Q9uTNE 1'W SCALE I/4'.,' aaeM1°BB EIC. 20 GAGE GALVANIZED STEEL STAR PANEL rr. bawl F. C eau PROTectroN PRooucrs, u c L EE O E- R4ML- '" AL w ` (M4AN-1614 R¢ LFM1oMM7 A. r a +VrA 4141MIA n 20-176 B an-xr A. , PM M-m. OL-OOOFIIi Oal•F4 r: • N♦ rr ITO A. rMaT r or a GENERAL NOTES DB) nRfWY! �IWw .er• a► (C) TO cs MINy1; wpm Im .>Brr m wiso T G -/4 1. STORMPANEL SHOWON THIS PRODUCT EVALUATIONEVALUATIONDOCUMENT (PLOD HAS BEEN vtANnW FOR tXXMPIJAMCE N ACCORDANCE- trmpm • TAPCON ANCHORS, ASMMANUFACTUREDarn I.T.W.. BLNLOEX. HNC WITH THE 202E (7tA EDITION) Or THE FLORIDA BMIDIM CODE. THIS STOaM PANEL SNALL NOT BE INSTALLED AT HIGH - #14-70 PAMMMATE FEMALE 0 NO PANFLAMTE PLUS M40 0 M AS MAMRAC)URM BY &.00 CONSMJCTKR4 PRODUCTS, VELOCITY HURRICANE ZONES (MAM-DADS / NOWAM COUI IIES). - 1/4'0 LAG SERIFS PER 61.03. DESIGN LOA09 SMALL BE DETERMINED u PER 109 OF ABOVE .FOR A SAM WMO WMNp SECYIOM THIE LEHr10WED CODE - 7/16Y . 5/e' WOOD B1191IG, AS DISIR1fT11,tD BY ALL POW SMW, BOLT R SPECIALTY CO. SPEED AS REQUIRED BY 711E AARISOCRGN WHERE STORM PANEL W(Ul 8E INSTALLED, AND FOR A DIRECTtONAUry FACTOR KD-O.aY. USING ASCE 7-16 AD SMALL NO EXCEED THE MAXINOM ",11.) DESIGN PROWS 141010G5 IMMAIED ON SHEETS C.1) MINIMUM THIWAOED PENETRATION INTO WOOD OF TAPCOH ANCHORS SHALL BE 1 1/2- AND 2• FOR ELCO PANEUM7E PLUS 3. 9 TNAU 12 A 17. 16, AND PAPAL ALE FEIMLE 0 N ORDER TO VMW THE ROVE COMMM, ULTIMATE DESIW WIND LOADS DETERMINED PER ASCE 7-19 SHALL BE FIRST (AS REDUCED TO A3.0. DEMON PRESSURE RATING BY MULTIPLYING THEM BY O6 N ORDER 70 COMPARE THESE W/ MAIL (A MWA C2) MINM "MAOED PENETRATION OF LAC SCREW. HMOD O THE WOFRAME UNIT S1ABE tL 1 7/2' NO TN9WAOM DESK* PRESSURE MINHIR WINDS W"10 ON SHEETS 3. 9 TU 12 • 17. 18. PO4EWTION INTO STUCCO SHALL BE COIMWW AS PART Or THE RD"UD TNRFADED PDEMION, N ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE IN ALLOWPBIE STREBG FOR MO LOADS WINK = USED IN THEM 1NKYSIS, FASTENERS SPACING TO WOOD HAS BEEN OETErMMM IN CA) WAAKM EDGE DISTANCE OF NAG SCRIM'S. INTO WOW SHALL BE AS NOEOtTEO N THIS DPAMMG ACCORDANCE WITH H.O.S. 2010. STORM PANEL'S ADEQUACY FOR INTACT AND WIND RESISTANCE HAS BEDN VLWIM IN ACCORDANCE WITH SECTION 11109.1.2 OF CA) MPMO PENETRATION OF WOE WPMC SHALL BE 5/8•. 1/4' 9-20 SCREWS USED SHALT K 1 1/2- WHO MOOKM THE ABOVE MENTIONED CODE AS PER AM3KM TEST LAB OF SOUTH PLOINW REPORTS P0814.01-01 AND /0219.02-09, AS SHOULD STUCCO EXIST, AND 1- MINIMUM FOR MULS WITH NO STUCCO. PER MIT 12-99 A ISM E 330-02 STANDARDS. AND ALIEDGN TESTING LAG SOUTH FLORIDA REPORT #1123,01-10 AS PER TAS-201 AHD TAS-203 PROTOCOLS. MD A5 PER CALCULATIONS PERFORMED N ACCORDANCE W/ SECTION 1604 OF THE CS) IN CASE THAI RECAST 5701E, OR PRECAST CONCRETE PANES, SNOCI OR WOOD $OHMS BE FOUND W THE MOtMIO FLORIDA BUROPW CODE MALL. ANCHORS SMALL BF LONG ENOUGH TO w-A7H THE MNN STRUCTURE OEM SUCH PANELS. MOORAGE SHALL BE AS MENTIONED N C. 1). C2) A C.4) 2, ALL ALLMMIIM EXTRUSIONS 10 BE MU-10 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED), SEE SM 2 (D) ANCHORS SHALL ■ INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS NO SPELWKATIONS OF THE ANCNOR'S IAMNUFACYMER, 3. ALL #4L% N WIEE7 METAL USED AT CLOSURES SHALL HAVE 3105-1,114 NLDY. 8 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION OETA65 DOWN ON SECTION , 7NstOWALAI 6 (SMELTS 4 4. ALL STEEL SHEET METAL PANELS SMALL HAVE STINAC7UML QUALITY STEEL ASTN A-553 SAGE 60 MINIMUM. C-80 GALVANIZED THROUGH 5) EXCEPT THAT HWADERS() A(b SIWL NOT K USED. STEEL DESIGNATION W/FY- 22.2 N. (AN IER RCLUD). 9. R SMALL BE THE RESPONSIBILITY OF THE CON I VION TO VERIFY THE SOUNDNESS Or THE STRUCTURE WAGE SHUTTER IS TO ME S ALL SCREWS TO BE STAINLESS STEEL 304 Olt 3t6 A1SI SIRES OR CORROSION RESISTANT COATED CARBON SIM AS PER DIN ATTACHED eLS M PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTAtI¢D TO CONCRETE. BLOCK OR WOOD FRAME 5E18 W/ 50 111 YIELD SIRD=H AND 90 to TENSILE STRENCm AND SHML COMPLY IT/ FLORIDA BUILDING CODE SECTION .10 2411 1JA. 10. EACH RE'OU AR STOW PAV. MIN LENGTHS OVER 90•, AS PER SECTIONS 1. 2. 4. S, 6 AND ALTERNATIVES IOU, SW A 4W ON 0 BOLTS TO BE ASTM A-307 GALVAIM STEER_ OR MST 304 SERIES STAINLESS STEEL, WITH 39 IN AI6WM YIELD WAD47H SHEETS 4. 5. 6 A 7 RESPECTIVELY. SHALL HAVE A LNW AND READILY VISIBLE MAWM NSTRUCNN9 OWNER OR TENANT TO SECURE TAXES WTTH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WWRNMG, 7. ANCHORS TO WALL S/WL BE AS FOLLOWS 11. THE INSTALLATION C1DP~OR 1S TO SEAL/CALILX ALL SH ITER COMPONENT CODES WHICH REMAIN IN CONTINUOUS CONTACT Will THE BUUM TO PREVENT WMD/RAIN NIRtMMI W - 1/4-0 TAPCON ANCHORS AS MANLIFACNRED BY I,T.W, BLALOCK. INC. (Min, rc-3122 Pi,) 12. ST0N1 PANE, 1015 0"A110N SHALL COMPLY WIN SPECS INDKA7ED N THUS DRAWL PLUS ANY BUILDING AID ZOWM REGULATIONS - 1/4• 0 x 7/111' C"-W ANCHORS, AS MAANFA1C1tRED BY OEIYALT PC PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. - . 3/4' SPEC -SET ANCHORS, AS06TRIBUWD BY APOWPOSCREW. BDLT t SPECIALTY CO . (Mi. 10.30E DILL.,.) . 13 (a) THIS PRODUCT EVALUA OMEtO N DOCU(P.EATANS ENGINEER PREPARED of TENGINEER IS GDOOC AND DOES NOT PPROVIDENFORMAIM - JI4-10 PINEUMTE FF31AlE D A PANELWIE PLUS ANCH10R5. AS MAHUFACNRED 0Y ELCO CONSTRUCTION PRODUCTS. FOR A SIR SPECIFIC PROAM. La WHERE THE SITE CONDITIONS OEWTE FROM THE P.EO, - 1/4Y ZAMAC RAIN MCHORS, ASMMANUFACTURED BY DOYN.T, INC. (0) CONTRACTOR TO BE IESPONS■.E FOR THE SELECION. PURCHASE AND INSTALLATION INCLUDING, LIE SAFETY OF THIS PRODUCT A 1) MINIMUMRFDM OF TANAICf10R5 INTO POURED CONCRETECONCRETE SHALL BE 1 3/4'; 2' FOR ELCO PANEl1ATE ANO 9AM ON THIS P.E.D. PROVIDED HE/SINE DOES MOT DEVIATE FROM THE CONDITIONS DETAILED ON TANS IOCAEMA. OONSTRUCrON SAFETY AT SITE 15 TCONIR'S RRPp�LOY. IE RMCTO 1 ]/1' FOOR 7ANAC gM1iN ANCHORS. ANCHORS, A2) CALK-N A 5OUQ-SET ANCHORS MALL BE EMEEOOI D 7/6' MO THE POURED CONCRETE. NO OMM ENT 090 W TAILS PNGOUCf EwAAAAIIOM DOCUMENT WILL BE CONSIDERED N✓AUD W MODIFIED. M UOCO DIAL BE PE34NTED. 1/4- 0-20 SCREWS USED SHALL K I 1/r tOG Mo"m SHOULD51UOCO EXIST, (e) SITE SPECIFIC PROJECTS SOUL BEPREPARED BY A FLORIDA REOECHE STERED ENGINEER OR ARCHITECT WHICH WILL BECOME T NO I• MN*UM FOR WALLS WITH NO STUCCO, AND LAY K WADED SCREWS OR ALL TIIEAOED SCREWS W/O HEAD, ENWEER OF RECORD MO.R)h1MR THE PROJECT AND WHO WILL K RESPO4IQ.E FOR THE el0 1W7N WINE NUN• THE GINEER LAT'TTTER EAIBMF P�[_p ENGINEER, S�WILPL TO MS THE SITE SPECIFIC OOMMOPM FORTED K Wro. AS) IN CASE THAT PRECASt STONE_ PRECAST CONCRETE PANELS. PAVERS. STLODO OR WOOD BOARDS K POUND ON THE EXISTING WALL OR FLOOR, MICHM SNAIL BE LONG ENOUO+ TO REACH THE MAN STRUCTURE aErm SUCH PANELS (e) TANS P.E.O. SKAL WE THE E AND OMWJAL SEAL AND SIGNATURE OF THE PROFE5A9011AL ANCHORAGE SHALL BE AS MENTIONED No IL I) NO IN A.2). DNONEM OF ACCORD THAT PREPARED IT (0) 14. ShNTTER WJWFACTUM'S LABEL SHW.L BE L0G/ED ON A READILY VIRILE LOCATION AT STORM - 1/4• I TIPCOM ANCHORS AS WNUFACtLWD BY I. T. W SULOEX. INC. PANEL SHUTTER N ACCORDANCE WITH SECTION 1709.2.2 OF FLCRDV BURDIN6 COOS. ONE LABEL OPENING. 1ABEUNG 70 COMPLY WITH SECTION 170111s.3 OF THE - 1/4• • x T/a• CAUL-N ANCHORS. AS MANUfACNHkD BY DEWALY. INC. � r�.CVERY - 1/r9 X 3/4- SOW -SET ANCHORS,. AS OWROLnM BY ALL POINT SCREW. 900 A WVVALTY CO - J10-10 PA/ELWTE FUME D AND RANELkATE PLUS ANCHORS, AS MAg1FWIUIED Br tLCO CgNSTRDtld1 RN - 1/4. 9 7AMAC WA AOC IRA, AS WrAA'ACTUED BY DEWALT. INC A. ' • PNI. 9.1) MINIMUM EM U A DfT OF TAPCON ANCHORS. ELCO PAELMATIES AND ZAMAC MLIN ANCHHOR. NVEO THE CEN FLORIDA BUILDING CODE NoW n VelocityE(ufFtD006 eIACK taaT sHrLLl BE 1 T/4' I6H. EU� 92) CAUN-IN A WUO-SET ANCHM SMALL. BE EMBEDDED 7/r KID THE CONCRETE SARI MIT. No W,44 7 ` E0°q ~�' 4c 24 DACE 04VAMM STEEL STORY PAWL M AM IT, STUCCO SHALL BE PERMITTED. 1/4' 0-20 SCREWS USED SMALL BE 1 1/2- LOG MNWJM 500UL0 EXIST, WF�F AI' a ", FDA S ND WAILS WITH NO STUCCO. '�:.• STATE - i .. ., ILPROTECTION PRGDUCTS. LLC. I, 8,3) N CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOE WAMS SE OR wa. 31 saw aMCOAL 4 EXISTING WILL. ANCHORS SHALL BE LOG ENOUGH TO REACH THE MAN STRUCTURE NANO SUCH d` ••. 6 tiTMpf"a A..HwEii°E+n-uw Iowa Imysol isu nMoA0")No o l 20-175 S/U(YAL �1 ANCHORAGE SHALL BE As MEW04ED N 8.,) AND IN 11.2) rA„� aw.a tr,AN„ PE IA/•MnAa/ONE A RNa Y� rl •••Pr P Wear 1 " q 0 -� L N Ca- O C .� (B U -0 N Cn � O U O 'L-^ � s� O LL_ .w -0 E O O Q� L^ MAXIMLIM A.&D. PRESSURE RATING 1/4, 3/4. 4/5. s t 6/5 INSTALLATION DETAILS FOR REGULAR PANEL C1� COMPONENTS FOR REGULAR LEE SAFETY & E-Z HANG STORM PANEL SYSTEMS " rSCHEMLL ONLYranKax"slow 2/4 )W/B. 2W/8. 3W/77 t 4W/7 1 (SCALE 1/2-t) PANELS IILSTALLTNNI Mo POURED E gwittrrr C rE BLOCK A W= (t) 3• MAX SMILE PANn- nIOM� AT EACH I was. -I _ slum 9, SCHEDULE °" _ �_ _- 3• MAXtsmm._ INTO POURED CONCRETE OR CONCREJE BLOCK STRUCTURES -.----'-------,6.125' ('FOCAL taOEM-----_. E�aTNO POEM® EAa21E,ETl16 REINED CONCRETE .tOJ•�---I 1 4Y- AT T� OR bTTd/ EIS) WRN TRIM= (,t,-Q)1 0 ae E� � O O �R '--OR CONCRETE BLOCK ._ I230r (E7FEC7Af WDIM ---• �- .7sr.• sl"'ITUO 7i�`ma a O.IA.. 2O. 03. 4 T'T1--T-r r1-1-r-r l'-r-r-rT7 .tr -T--T-r-rZ-T-r-i T --'r-1 aElx+ ' " aEalaD. Ile J7 �t0 Aral. a 1/4' IR[TN ORi� DIRECT NOUN= AT EACH IEIDe . �wcnTE nrAfoRs CONCRETE ANaND14 Q �Dof, 90 I: sF,FETs o t,oLGLEr+N so) sNEEs 9 TNaDMaN to) r .7 3i °N ,Zoo -jar t (SEE saaaAE GN (Sm sNM" am- Sol- � 10• BMW K MOM) MAXIMUM PANEL LENGTH MAXIMUM PANEL LENGTH O ® ®!EXISTING POKED J� © Commm ROCK %W1 We 4T« al• I r � "l+' OR "L-' (H.) D "L+' OR 'L-" (ft.) G � �' �� aH .zso'S �i �, � � • ' • .Gee• MAX$" 43.0. MAXMn* AS.O. , L r ,/2• ' aEOUMD. - aPP WS,a { 6 r5 , 3.3yY i OEM T.DNCRE7E A RIDE DESIGN OONCIE,E A,200E _ ,� / '' 1/1' WeM,/4•as N _ • CODE CMMM Ae� T?. 1 r •COAL• - 'E�• ,Dtr � PRFSSM IWMM NMAAAM* t Ffesm E MT*0 INSIAUAKOH19 t T ShcmlaE oPl0.0co L+ Lh Er i - sHaETs a trala)uLy•=.tom" • 2a0!a0 F4•-4' f3=0• 1 1 LMTAaA ©STORY PANEL ` ------------------t- 7s'4ir-L(tYP.) (TVP-) uo Is' -a' rraaEo fr-Fo• Hr•-r 1350'-- DETAIL A�-- 2.000-�' Ja0 N'4' 10=a' 3a0 rr-C M-r �- - - gNRS DV" BE onva o ALIM'f5-2.3er---I IIIROLTED pµE15 wom PANELS W/ 1 M-20X1' iIlOM Uir TD Hart W/ 1/2' LOT O . w O • O AHQLE WITH STUD 3aD ro•-Ho• ro•-o• so ro=,a• r-a• � SECTS ,K ; ',-• S. M.S. 9aT N/ a EA OMOEIAP I r I i�j a DM AT LEFT SIDE OF PANEL Z H HEADER 3 4a0 ro-f' Ir 4n0 1•-r a'4' APPI,K'JOEE) �' (SM SECTIONS A5 f - -- +/4 _,' �. +%?•:2r1 F•b. I .._ LTP. 7Tr eolz 4ao a e Ir 410 r•-r* e•-r �AOAtON w Nw MGN M"'� 1 1 1) fs IYVfL D o:+ (RAM.) I___ l _l _ l . l_J j DLWML TO G SIRE w1 MRL 1 w AMK18 FM t4' "-.. _ - - - -- - - --4r -- - -- - -_ 1 b1 - GALVANIZED STEEL Sao a -I• d-.• a0.0 r-r a=:- - Ar - , .. yA - SCHEDULEew - ! i mO'r'or�OLer ,L. Mw (SEE SCHEDULE 1 _ maa Ow T•fl 1 i C f) B/ HE�MMFD EDGE ' !. iFAMIL• a50 - r-o' r-4• aVso r-a• r-:: ,` r I 1 Pam=' a )1 Efan. SEPARATOR L ' S- Ho.DS ( - Mao a' I0.0 a'-o r a• )) , -- - = i i (OON 3) (el �� 1 1• LEN t0 EXIATs. � 1• "E'' - __ j t _ < - ` ' - - - - - - - - - - - - ! csEE 9CNEDLAE'oN l _.'- _ - =-:-- fBa "'�OEE scHEanE (SEE SCHEDULE GO - Mo r-r r r Sao r-r ra CLASS GN SHEET ]) oN srWEr 3) `-.- wt700' O.S/S' 0.130Y 710 Y-r -1 o 30 Y-0' e'er• D•IH(® ®• -- - J , O ` 3• _ �j SNEE19 a THDOLON t i isix EXt D.1 1 �4��) ON 9aSf 3) ►� _-' d SNE2T 3) v, T .250' 1 *or SLOTS' OF l' "Mil 1 t% j-nNi-Ii •1 MAW ---_-_'2.501• - _ .�-^'t , MM1. 1• MN. ! �,� L I sm 1 �.4 w1•L ©" OR Sao r-o• ea' Rao 7-0• s' T• 2/♦ 1/41 3/1. 4/S. 5 S i 6/S t0. 'L9 �. W4Ya°n , ; ISOMETRIC VIEW DETAIL A 13y.� Sao r-a• a-r sao r-a r-r 1W/8. 2W/0. 3W/77 i 4W/7We 1- aOuPOED CORPEA a ENDS OF PANELS r - AM.00' ` N" O'-a' r-0 aaa r-r a* -IV' MNCHOIR (SM SERENE ON WEFTS 9, to bit)- I N N :� ; 1 T END UP W/ HEMMED TDGL L_,___ NN2a?two tooko - zra'-- M.Ts)�T�: TYr. •otTOHi Imo a r 9• raao sa• s 4• ED. j_ ' 1Eo. • REGULAR STORM PANEL n ELEVATION jj ( 7 ' I 1 1 or 1. - "I'--_ - 091 oer OS KFY HOLE WASHER DONDIEa oR N ...._ /7 ' I APPUCABL� -_-F➢O[ OF PANEL N.TS. I/4•^Ilre. aWlXS7aG nao a•-r nao a-r• zlltr PG1RR&J I � � - s.7eo• Dn• iBo 6 KEY H= AT PANEL -.7E•.- _ _ Oft O09M-, WIDIEIIaIfl! I 4,+ NQ•KA,IIIIAP 1 __ (TAP•) 3105-MI54 ALUM. ALLOY O rrao 3•-1' rFao s'-e0• I j��!1� Mua001 m aM10H a CONCRETEE 3,114' ! Jt]• I .SE SECT a fat ADOITKPA ryas - r-a' llaa - 4'-a• �_l i I_.__-eo-:-eG-L e'4�= w 'CODUM. ' --- I - 1 ` a TraauWclama GN ,01 J l-------, • ,� -`, ( ` WKAIM a S�ECA LOOM M , i'. L TvlMA7E 1•'I"I'� SL®ONLY IMEN SOLD = '� •oat' _. 126- L ONLY a11D Post VAT^IA7XM INTO i 4' ET A R�1DI6 1.250• .375 O SLEEK 2 1/d" N'' (7YPJ a .,s ODO stIkcn)rES. Lela* SEPMATION ro CLASS SOW" IAt GIP �' LnU'L ,.. !_..� ARE LF� A w/® amEn EaDEr�'E�9D0 / ' ice'' ' A4�- LLI Aa'B�M SECTION A -A PAWElAN,iS ANI7NIOR >�• A+ 1WPIrRR1 wm so= 4 170 r1,A.N Wm Mimi, 170 m.W.n 1 1 ALWWn COICRr% POISED coNLYETE COIrJR7E AHCIIOaS ME USED. (� 2.000' S75D' UpD,A+ N.T.S. ANCHIM .. - 31t CONCRETE BLOCK (ARAM. S00B016D W/ STL�J i -,93• .-E 1n. 2.00E a asP-r (1n) Ia�EBS Rwn ak50AaED IWES51MKE0 RESTNAJNm (SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS 9 1HN0lON 10) (T1w.j 30 OR LESS 1' t' 8' 6 1/4- a($) L+: MkVALM M DENU PANEL U DOM FOR A OM N P09TNE ASA OCOM LOPI SHEETS • 11AOUOf f0) ,A60Y �.750' 2S0' I-: MAX MLO M PANEL LA191N FOR A OAR NEMQM ASS, D®ON LOAD. O REY- "H" HEADER O "U" HEADER �.� -? +- (TY►.) - >33 TO w r 7 t/r 7 ,/x- WOW A PoenRE "A OSMN LO.A DEMMM MAMW PMa UNNN •L+• FROM SDEDIALL --t' LIL 70 S' Moa.- (2) PROCEDURE 70 DEi04NNE MAMA* RIMAL LAID,! ® SLE lr - _ I j >00 ro I46 1' 1• 7 1/2' 7 1/2' OWN FINAL MA10LaEJET1 ALd MILE wEL u7L01N OMM S Fplw 1MAMN 1 "a'�cr0~ailo PwML Ummgma L - x.LTE -- L9 >1+6 W r r 7 1/r B[iWEDF 'LP' AND •L-•. - •,+��r-^1 j, mom W 1© / PANiL (>) eEE aDenME eEE.ar Fm MN. wrEl LaaM Fat rbgoeRn aaaPtrAT1DAI. Aw.E 3 ,• seALE 3/a-, .0 3 e.,• --1. ice'it I f. 10 ! t1 Fdl WHY. ASD. 0E9W LOIIOC A SEAL TYWFL LENOOie F011 11N ^4.-.--.-3.0E' I061- AL e`- p A. T i .�" WIDEN 9RaeLAT04 040 WOOD ARE LRSED TO a 16 p." MAIL ISO. MM PIE■UME MTNO I "i MN:'jj 4 TOP STUD AHIME 91AL4N E ISEO. 1GR K/ i 3l►;'' CEN l ax,.s' Y- raAGH A T/ _ (USE ONLY i0R -z RIMING uI ,- �66• .470' s7r aer v sYsrE3A) eow-T6 ALUM. Auar aLE°'°Nf DIRECT •n• 'M' 7- r rMaR ,Lai,• ---( - t I--- -- No.44167 fLORWA i1bLDM0 CODE n va(oet HMrYkaq Zona BOTTOM EGurt HEADER HEADER ,� TMsa W�eDE �L.•• 1.121 •HYO• -L-1 FLORIDA BINIDING CODE Mon n SEND NMrFIaand Zme S ' FLORIDALRIA BUILDING CODE Non n YNoo NMrrle•Tq Ze i� "' CE'M ' , +' ®'I"' © STATE OF awm Rtwa rM 24 BASE GAVANZED STEEL. STORY PANEL M 9.1 W. - Ixaecr 10HIIT 49' 32' J2 m• 65• E• BO' _ * . 4416T EERIE a1S0 EG 24 QAOE GALVAMZED STEEL STORM PANEL Pr 1 f1W'J + _ sao' N ' n 9eW FOR COMBRRATION of sEcrtouTs: * ; * 167 ' * MIM nTmD N0 ?~ CAGE GALVANIZED STEEL STORY MNEI •, _2AXo - sFE �"^04 J w. �'' F T:G PROTECTION PRODUCTS. LLC. n'/'°e ♦ ,sxt.s• stu0 ANo(E 3a 32 32 a: •r 3r 3e• a ; m.f N L EC O ERA. Ae B r TRACK sr 32• M, 42 9r er i Ta * AL PROTECTION PRODUCTS, LLc /am. ED. EDGE DISFMICE °� � $' iEDF IL ECOENS. STATE OF- IL ECOome. AL PROTECTION PRODUCTS, LLC. oAaft. .. 4m as 61 sm 0 Hlfb T .. 4Mw saE Mt men (SEE SCNEWLE ON TOP &BOTTOM MOIIMTINGS CAN BE ORI as a. a 44ra a M1r ti AID we R m,4 0' I • S �` / '�rI aI(wA66 na7 w.. aaB F� s A Oro r -aN AIM c dN)■ 76HM RPo- (Mxw-oa+ NA. a � tr.r 4,rWa N Mr MY4 FL 733H4 T 50' 32' 32' 36' 60' S6' 66• O A 44. • $ F as S 611QT Bj�Q-OUT i" © SLATED -RUT F" TRACK MOM ft ® ! ® WASHERED WWONUT p1� 20-175 F NA / +v W. aa.3r Vrw a aHF . q •. 2�ptmM SHEETS 9 el t0 COMBINED N ANY WAY 1O SUIT ANY 4 %C 0 `E�Ir a3tH f w H... r1.4rr . r V 01Fe .H-1w HMIC OM)Mw-7N4 .. lwX•M•an S •' sma" . r . m-1AA nM1E DNYw-76A dt 20-175 �'EYJA•6a0s _ lott MAclF'MI ,le 1 60• 32 3Y Ja` s0' S6• Sr " �7 «r ,Al 712 INSTALLATION. fA-Owf71M OMm A A., ►E (7AMAC 3 ALLt71') ►t Q.YJrrWWWR FFa/R A IV Pi MDT 2 e q NIIN� R mm A 11UIT i. PAL •7.1• -"WSW" Hw W6F 4 d q CONCRETE AN04M (SEE SCHEDULE Of SMELTS 9 THROUGH ON SHEET INSTALLATION DETAILS FOR REGULAR PANEL INTO POURED CONCRETE OR CONCRETE BLOCK ALTE*WTE CONCRETE C1� STRUCTURES SEE T)CEOWE ON -' s,eETs 9 TIfNOIMH 10) C71EDNG POURED Owamm OR CONCRETE @I= OR CONCRETE BUICK REQUIRED. RFAWIEp. 1EAN/ATE LEG „W CONCRETE mcho R6(mot 1x1NH2aTE AAN}DRS BEETS 9 THROUGH 10) 1-. 6. 1 _ ��Iy�3g1' not IN& L M l' NOVA. PANEL LENGTH_ lSCHEDULE SHIM 3) - OF t• e ff-1/r D.C. CONT2ETE ANCHOR,¢-_. ,/a•.I• Nn ,4r1O1 •e. +M !-iilr M1tpD1 mT 9oRN m ' :a• 1& Yi W/ IMP 1 - !DI HHW �9m6 �tlf , t 1 1 1 t 1 ' M ro CRASS. MILE GN ; 1(YP-iNt' Sl .a,s yilwwAn _ _- _1 ._ _. -- -- tfAAH o1Y f�7 PANEL LENGTH (SEE somnuu 'ti ., (SEE scHEnLAE DN CONC RETE W OF WALL OR SLAB SNEERS 9 TRWVW 10) C (ALT. CONDITION) iX11M.R[tE AMICrI0A5 REOIMER' S"Erm 9 TWALICHO" 10)-----�. SIOALE J/M t' SCQE 3/8-1 PANEL LEIOT1 (SM 904emE OFbR�� ,N dl SIEE S �,�� s A to F•Qr2 w srACEa RIl 1 iMo.if i 1 SCSI OF V 1 AAII • a /60"AL. INCITE ANCNORs (SeEm m Smenta a Mslaam 10)-- I-.; Y J 2 1/5- LOUT MAIL ^U x OA v/ SPACERS To 6 1/4• VALIDD.C. VAFOR � BUICK CONCRETE BLOCK LEPOURED CONCRETE MONS PICK DESIGN 4SWET5 3. PANEL b• REOIMm 1• NA. LONG ALIIMINLRL SPACERS • '� /2 1/2- Ox- (SEE TABLE JI ON SCALE 3/8-1 INSTALLATION DEWLS FOR REGULAR EANEL (I INTO WOOD STRUCTURES - -}-- ; -k-v SEPARATION �- r •�..� TO GLASS. --- wood PAX34M i 1 . \=x SCHEDULE ON (�;�� 1ppY-9NAr (SEE SCHEDULE L 1/4TF2ar ' W MET 3) I SHEET Q: s.;,)EF 11) - - ' IEAlAo4'Eoa 1 ` • 4l■ /Pumw R I - wa j F T wwllaam rl iTM. t• PANE► Loam woE ANCHORS 4 1 G - 1 C •. , ( ON � �seH n5L2N;DULE F___,-- _ ON /4, SWET ., /2. MAX. 501, SPAC01 % i � ma.HEAm 1 , `• I 1 I' WX. LONG ILUMNW SPACERS a 12 1/2• OF, (SEE TMLF a1 ON SHEET 11.) Ir 'I SEE NOTE '• BF10W FOR LIMITATIONS FOR TO ; 1' MAX. E 1 I i , 1I2• LAND eMEE11ES 12.- PANEL LDAYTH PAPAL LENGTH / SCHEDULE (SEE 1 SCHEDULE 1 ` ( (SEE SCHEOULF ._PMEI MIA FDOU 0 OR PANEL M 47E (IN SHEET 3) 1 �' � i OM SNEER ]) �, - - _. g - -- -I PLUS (SILT SCTEDUL[ W SHREET , q ; 1pwpT � F.,,,a„yP 11 NMuwN a01 7-a') ��'' PLATE REp2REDJ, ON SHEEY DIRECT MOM W/ SPACER 10 ' * I ALTTERHATIVE 2W ::: yam.-.. � � � I � .- arJWE ]/B.t• - SEE TABLE /1 ON SPICE, 11 FOR MAX. PANEL LENGTHS A • 12 1/2' D.C.', - ; AWL. AjA DESIGN LOADS TOR THIS INSTALLATION. OF v low ; •. , .. 4" t 112 1/2' O.0 El, rr . • - WOOD ANCHgRi ** Jim. _ V (SEE SCHEDULE oN SMW SA M1a K I //r UM W: II i sHaT „) I) PENAMMN M MWI�FaN�m,LHa UK smw sk% MS3 WM tr-r I 4 *� AMr I'MWIN low am '� �I 'LATTE IEOIA \ i L �•. I 'r ONAMM Now OP9ENKY MOIroAOMDIL �OLEIM�a10� j - I• IfL sOrnam m PAY MHIMOM® �� r '{"r4• YAD00 - 1 1-SfA000RD w/ ITM m am 2 M BE IMLII'Jm m 1 /s i-�-,' ' --PATE O) MOMS 00MM 1MY OOIIOEIM Y O•AR YME MaNL R a ` i r REDUIRED (SEE 9CIEDIME OM IOtD K 11[ IOUallst AB f- IYMe. HIM[ PLAID s11M1 K IWOm MMWM d 6 Ve aG VY MET / 1) taRME6a a0M 9O1w¢tEnA. AEIOECIMN (fall ,S t/r oc, 7M6Na w30am m (u � An NEs-0 W'�EE'IN a +MOPAL (3) Mat 24 OK Mn III91N E "D W N' M AW WITCH DO riWLLW 9RM Awa 1.wiM f MG E A =NAM= "ft MMM OM 1Dlsae AM A= ON ,1MWDISL sm it). WALL YOUNTB)IG W) arael FAIL 11/OYMIM E CLT NI 1 1/1• UM WVMN OMPMW IRA SKL M N MUM m t , LOTH 314aa1 M NN F I SCAR 3/M, OW L fIWO M,ON orEY LS MILD It„ MIIN . f A ALTEMOM T W lw9 AN Dw19TM Wa00 /RATE MALL S M� M AM SCALE 3/8-1- (4) M4NLAf01 WAND OLT IN we WARM Mwso Ei AD THE S®0 (7M mI,IM) OF THE FLORIDA 2 sos«2 A 300 RIME ERA 7/(� ''•; FLORIDA BUILDING CODE Non Ifoh Velocity NMrrtaanM Zone 1(Qg FOR (OMr4a4A3mN OF SECTIONS: I. INSTALu7aIN ARE ONLY VALID FOR MAX. A.S.D. ; No, 44167 am""m IL 24 RACE GALVANIZED STEEL STQIBI P/YRL F,. DESIGN PRESSURE RATING (P.9.f) AND PANEL LENGTHS s * : * : * EAMI TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR w/+r/Rw COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W STATE IOUCPROTECTION LLC. 7 IL EOINe. PRODUCiSA Hwe INSTALLATION. �ORID aNw MA s, nwtr 2. FOR NEW WOOD FRAME CONSfRUCT)0N: WOOD L9a w a r 11wr n r MI6 S% •'•••...•• 0-175 2FANO R-. Ww,r+�r � new, n1MNe w)w►•wa nac twWr-Mr+ w M MEMBERS TO BE SOUTHERN PNE No 2. W/ SPECIFIC DENSITY OF 6.55 OR EQUAL. A FM4wO+• a 'r °A'"1° "r Ml7FN A Yr AL. 6161 M O t6 INSTALLATION DETAILS FOR REGULAR PANEL INTO WOOD 4 irB' OYn.) p05TIND "�A jr,/ l,/`4--. �lALO1A�TWR LEG, D AUACY of 1Y000 A ✓ ! to 1D11511NG ,1 BEAM TO BE CERTWED BY F6 REOST ENGINEER SOR TLCPRIOR TO IMSIALtATOH. I jA A ALTERNATE WOOD MOXF;, ,• Mbl. .-WE ANICHM I +- 14'1,• la MAID 1NM _N (SCE SCHEDULE ON (SSE SCHEDULE W It Wal •/ Ma f SHEET „) 51fE't 11) 1 ��rEE�rEET l` E I ye oEsc 1/2• 1/4 I ,n- 1 MAX._._,EADijt r __ -� Rtro"ifRED , 1, 1 , .Y►3 1 j WOOD ANCHORS .V r'2I�, i 1 IT M 9 ,ry• of SCHEDULE GN l 1 Mn. 1 j CSCE'T 1 119CH SCHEDULE 1 +N1t-2wt• i tON SHEET 3) ("L' wLR W ( ' SGiWDUIE O1 � 3)..- 1/4Y40,• 1• W% otw Y•••) a PANEL LENGTH EY--- -� IffM1 - - --.. _.___`.- OANaM_R_11-11MLL� vD (m E PANELIIH DECO SCHEDULE EI(Kfl((j)� I IBOM Do 71-0 ON 53EET 3) GLASS ON SECT 3)Sim OF -L OF L--1 F I M'tX• t - MAX. ( - 1 1 �Q 1 S ,N•►-66.,� A�LLOWLD' -�- TMLR Is I '■• WOOD REOUIRFD 2x4'' WOOD P� i ANCHORS ' jl ___,�. CK l �_�0� ANORS E ANCHORS �: REOLNpED ✓r t r -.._._ II OEE sCEOLKE ON lAE OM�'--.. /4• - iI ., MET 11) SHEET 1ISp� r�V CfA MO. o ,2 u,InrlsE CW � f �- O UKTI G ALNELONE 3/B-t' Sg11E 3/8-1- JIM FOR COMBINATION OF soeTONs: 2�) NO.44167 I #? FLDRIDA BUILDING CODE Non High Hwu Done Zom 1. INSTALLATION ARE ONLY VALID FOR MAX A.S.D. , TOP t BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (pid) AND PANEL LENOTNSNY 4••. I� own Ts = W- 24 GAGE DA.VAENIED SM STORM PANEL f W. COMBINED IN ANYWAY TO SUIT ANY AS PER SCHEDULES ON 3 9OVAN NISTAUATION. 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD -� � w/n/Yw MEMBERS 70 BE SOUDIM PONE No W/ SPECIFIC C O PROTECTION �• $ tMe.Mam DENSITY as et so= DENSITY OF 0.55 OR EOUAL /ORAL E � tr-am AHANHNHIRA / Y Sr L r SR +rn rlNai 1t Alr OoR A114 aN)76y uc (wpw-Mn 20-/ 73 .. MA4rM r ►c wAA/•MNruW/aR OA 1XMf'IJr. r.0 flmf ] p q Cn.�.�� 1� CU O Cn 0_ U 0 ■ V/ W LLJ = Q Z Z Q J d SHEET NO. SH 1.3. r �� 1 �4•..tar t*Nr:o1. S.OaW7 n 2 tn• NlOV• CASE A (PLAN) SCALE 1/41-1' ,HALL rOVIERLAIP BEYOND - tlFEAA110 WON) •p WOOD MINE To . L0. DISTANCE CASE E (PUN) SCALE 1/4•-1• Q OR W. 1 i 4 MMROr '� ( 1/MIQ It : ;Y 0.�_.2 l/�Y V• , - i RDLWn I YAl11EE 1 Y r . I• . M5 OmpE1. r Aa Q< L tla .�A ; MAY. ANGLE at ---�--- -; AM' MOD-Nls. SHEET 1-, LIMP MEW VIAL OW PLATE Yx i I ----------- Nea CAP Ile •Colt` -.- . r. On, • ,S• 0.0. 7t46_R4 art OOp-n Aum To — AA N/aCNMa CAM. AAANM.E CASE 8 (PLAN) CASE C (PLAN) SCALE 1/6--1• SCALE I/e.I• CASE F (PLAN) SCALE ,/e.l• r . r A AWr 31ae H-t4�L. son -Ts Al P cart. ALIT • ANCLL WON ,/41 . i /, TAPOOH • 1 OF. IMF A98''�.. ,/e w _V POURM COHC M CDMNRW KM m 21M• ,Tom MANE REDIMIEIA CASE D (PLAN) SCALE I/e»t• _E Sow-su ON CAA-M 1 7f�y6,t OR EIOo PONDAWE WOOD 900 OPDIsw , SCHI FaAE ,GOURD AS APPIAAILE O a 11) -\6A •© OR® -(D L%MiA pW PI PFOA°ew Ei ill qql (NENOR CET END PRIW 1`�T,►J J M CASE G (PLAN) SCALE I/e-l* � VALID FOR DOW MOLwt INSTALLATION LILY ! V" SF CERTIFIM PANEL INSTALLATION AT WALLS W/ )Iln ld7F7 SURFACE LEVEL. VARIATIONS WITHIN 3/4' (VAUD ONLY FOR PANEL Q INSTALLATIONS AS PER ALTERNATWES 1 W THRU 4W ON SHEETS 6 k 7) MAIL AS.D. DESIGN pJRE � (P•-1.) MARRON ANNCHOR& SPACING FOR Ea . AS SHMN ON SHEETS 5 ! 7 APPLICABLE a or THEM IIAIO+REM MIEI- Loom L' ot.) TAPCON Lm Somm PA48AWE FEMALE O PANaMKfE Pun 16'm 6HweNG 13' 13• IT 1Y IT TO Non 13• IT IT IT lY to (BITTY) 6 1/r a ,/Y 6 1/2• a 1/r 4 1/2' FIR (POP) - - 6Ile 121/2• 6Ile pw ROT..) r-r ON Ir mm Lim r s• Ir s• - ROI,aO ,Y tr IT 1r 13, (11:11R) +4A,-45 IT ,T 13' ,3' IT it IT 13' 13• a 1/x W (TOM IT or IT IT r 1r (/aTOM) 6 1/r a 1/2• 9 In' 6 In' a ,/r (�) - - • Ile f2 ,/x• a I e (EDT.•) >r-I- in llr Sit lO in' 9 In' 12' 1 Ir 14' CLOP) ,r +r u• IT e , (eaTah • SEE TABLE /1 FOR MAX. A.S.D. DESIGNk IAADS 1AAX. PANEL LENGTHS WHEN SPACER IS USED, OO ONON70 ONLY TO ALTERNATE 2W ON SHEET 5 MAX. A3D. OESON PRESSURE now(P�-t) MYUOMLIM gCIORS SPACING FOR E.D. • AS SHOWN aN Si$IS 6 • 7 APPLICABLE m •% ALIVOOMM OF TIN PAWL. LEN IN (R,) I~ 1/10 9fSR01' PANELIATE FEMALE E PANEMATE PLUS WOOD BUSHM IT 1T 1r ,T IT IV ITIr,Y 13' 6' IV OD11ON) a Ile 6 ln• 6 l/r A ln. a I/r r 7llr a' r - fOF) OR LESS 7 ln S' Ir r - SW (eGTOM) 13• 13• it fr IT TRIP) ♦45, -45 ro +7sT -7a IT IT IT IT it or IT ,Y tr Ir 1W 1r _ ,T ,r IY 6 1/4• ,.M�..� H mar") 6 1/2• 6 l!r 6 ,n' 6 1/2' 6 In' (TOP) 6 I/e 12 Ile a I/4' RoTt.• >S'-0- to 4 I/2• r 7 i/r 7 1/2' r s ,/x• s• 1' - 3W RCM%) 13• 12• lr fr 5l/r (Tate 1T IT it W to' 111191111111011 • SEE TABLE 11 FOR MAX. A.S.O. DESIGN LOADS t MAIL PANEL LETi" WHEN SPACER is USED, CORRESPONDIM ONLY TO WERNKNE 2W ON SHEET 6 7eela`.,t� a RSA. DE+GN t WMAXMM PANEL LENGTH 40 PSF OR LESS B'-9' > 40 PSF TO 50 PSF W-2' > 50 PSF TO 50 PSF 5'-10• A MAX PANEL LENGTHS ARE ONLY VAUD FOR RNSTALLATfONS W/ PANEL MATE JXWIE ID OR PANEL MATE PLUS ANCHORS k W/ Sr�H t/2' O.C. f . •. • :. •' _I 2 31r A ERML 1 EDORI IHW 12) .ii�liTl;a J1;!1 SEE ,s a tT : MR ANCHOIO ME Y WNiOND MR PWW1A1014 win v m RIME axamm MPNM.w ANCHOR w,AO M AO 1aa1NN — ONUM ARE 1101000 ON THE 30*DULL MR E.D. LESS THAN umma ON low" RRMCE MOOR MATING M AIMPLIW0 wWORO D* M oN !:MIRE M THE IOAAW" P 91M IN TM opSWON W E RDJ= OAtwO COW= DSO EACM SHALL NOR E LIU TWA HMlAw�w6faM INDICATED FOR FAM ANCHOR TYPE 6N TIN t/4% 1/4.1 ANO 7M6 WON, Ima AGO sown Ow 3 3 •NMMRIMM O-W Ra 3 a a 3 112 PNMA W OarN a,Y Od ammm11■eawnnaLOR I ,/r Its - 21 u' - r sEo ,m 3 11r- I mwm pa+RGRICONCRETE Oft CONCRETE E G • RE016RML IS—. I/4-0 PANIEJAn ANCHOR (KVM) SCALE 3/11-1- :MIS T7#-71741,a� .. MAXIMUM S.D. DESIGN PRESSURE RATING (o.s f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL M INSTALiATIONS INTO CONCRETE & CONCRETE BLOCK_ STRUCTURES (VAM ONLY FOR PANEL $WAU ATVZ AS PER SEC110NS i THRU IL ON SHEETS 4 k S) MAX. A.S.D. Dom". P MTwO IA%6aM ANCHORS SPACING FOR 111E E0. PER SCHEDULE E3DW IS APPLICABLE ld Mo. Co.)IM MAC ASD. DESIGN P IIIIIIING �• Yo " ANDOR6 SPACING FOR Mom LO. PER BCIEDLRF QOW Too APOIJCI10.E IIAI6WRI 1fM.'M oW 7AIPC0IA SOUDaET FEMALE 1111 p� 2AlAC-IU6JN rJLK-IN a , TAPOCIN S>11D-SET R� LYMC-AWOL CJYIf-w a , W m W m m Wcoom Oar 0a N W 6 3k W 10 m 7W,A, 446. -4a La tY 1T IT IT ,r IT 1T 1T IT tr IT IT + sa OR Lea ♦ IL -45 aeb%66 ,T IT IT 1T IT 1T IT 13• 1T IT tY 1 , + pan Y-Y OR Uas 1T IT IT W 1r 13• 1T IT ,r 13• IT it i of nw) IT ,T IT IT IT IT 1T IT or ,T 1T ,t 1 1 (Bong ) IT IT 13• W IT ,Y ,r IT 13, IT IT IT 2 mm IT IT Tr IT 1r IT IT IT IT IT T 11 In 2 (TOP) 1T 1Y 1r IS' IT I3• IT IT 1Y t3• IT 1r : RDTq,) or 1T 1r IT r ,T IT 7r r r 1]• t t n 2 (aGTa,O IT IT IT IT ,T IT IT IT IT IT 1r IT coup) IT IT ,T +r 1r 13• IT ,r IT IT IT ,t t 3 (Tap) - - $3 , 12 1/9'9 1/4. 6 ,/e 2 1 ,2 I/ - - 6 Ile s Ile a Tam) - - 2 ll 2 In 6 Ile a Ile 2 , 2 I! - - 6 1/0 a Ile 3 L, otag r r r OF r r r r r a• a' 7 17' 4 VWj r 5 ,/r a a• r 6 to r 7 T/r r or r r 4 (,OP) a- - t - a• - Ir - s•' - r - (IN TIOAO r - r - r - e' - r - r - 4001704 1T IT 1Y 1T IT ,r IT IT 1T 13' IT Ir CHIP) or IT IT n• IT IT IT IT IT IT IT t to (f� U• 7S' IT /3' 1T IT IT it ,Y 13• IT IT _ (1oTIDNt) t3' 1S' IS' IT IT ,r ,r 1T 1T ,r 1T 11 1 s O+OITaM) IT 13, 13^ IT IT IT ,T 1T IT 13' ,T Ir 6 (TOP) or IT IT ,T ,T IT 1T or IT or IT t 1/2 a do19 - - e 1 e 9 , 4' A //4• 6 Ile - - - - 6 Ile 6 i/e 6 r - - 6 Ile a Ile 6 1/e a 1 4' - - - - 6 Ile 4 1 4. / .• ) IT S• lr ,0 In tr r IT T 7 in Colt IT • I W__r ro f4'-4' IT a' IT Ir ,J• a I 1T a , 0 I/r a 1 ,Y s , , �.� To •'-a' 1T 7' IT 1T ,r 9 1/2 ,r 9 1/2 10 1/2 7 ,n IT r 1 (ammo) IT 7 I/r IT IT IT 10• IT Tr W r IT a 1n' I (101TON) Ir r t3' ID 1/ tY T IT T 7 In s 1/2 IT 4 112 OOP) IT r Ir t3' IT a tn` IT / 1n' 9 1/Y 6 t/r IT 6 1/2. 2 (fOP} I T ,T IT it 9 In IT a /n to 1/2 7 In ,r 6 In' 2 (Wnl)M) or 7 1/r IT IT IT tr IT 10• it- r IT a In• 2 (6DTOM) 1T r IT IT IT 9 1/2 1T ft 1/2 10 1/2 7 1/2 IT a ,/r 3 CHOP) or 7 1/r tr ,r 13• to_* or 10' IT* r 1T • t/r 3 (TOP) 12 I/2 ,2 H a Ile 6 1/4• 2 1 6 Ile sole a I/4• MOTTIM 2 1/2 a 1/2 4 Ile a Ile' 2 l 12 112 6 1/4• 6 Ile 3 MOTON) r r e 9 t/2' r 3 to r e 4 1/2• r 6 l!r r (TIP) A In' r r r r 1' 0' 4• a 1/Y 3 1/z' 6 In' T ) r r a r 7 1n 4 (6D.1 r a a r a 1n 7 ,/2' ROTImE)tY T tr iJ' 1T a I/2• PT a ,/2• fY r CLIP) IS• • 1/r rr ,Y ,] t0' tr ,0' „• r ,r • 1/s' 6 (,a9lY r IY ,3 i7• a t/r 13' 9 1n' *11r- 11 a In• (eOTOM) tr 6 1/Y trIY 1r10• tT 10' ,1' rtY 6 1/2' sIr ,0 1/P tY T IY r tr ♦ tn' 6 tTHa' or r ,Y Ir lr a I/r 13' a 1/Y 9 1/r 0 ,n• it b 1/2' 6 (TOP) 91.4•S1ea Ile a 1/4' 61/4•614.6 61/4614. 61401P al4•614.6 wreq sE SIM 11 TO AMOIEM "M a SPACMD FOR NOW&A/Ola WM 9om MAC IWLMM • M W A ARMOR WAMM AND WE" DOE Down AIR "CUD am im u pm" FOR Ca LOS MODULE F�TKAWDNOL nME MMM FIR OPIRAiDtl 10 fPPOMLLLL EDDI 71DDNDm OwMn U11A MM WOU „IN E I= TYIW MPIYAI SPACING OO MM FOR 004 4 0M WK ON ICE SOnLAC AlII _lip[ 1/4% V00 IAA'* 7/4% 1/4% 1p1 1 omN Lasso esAo-HWNN Ok" ROOM ANCHOR WMgO ) a a a a i 4/r 2 1/s Oy a 3 l/r r AaT4fam Ras1 3 1/r a Ip a ,/r 4 MPJL ■at I Lr- - - - - r a Im Im m m •` SPACINGS ONLY ,NNW WFRN SPACER 6 USED. SEE 01 FOR WX. AS.D. DOM LOADS k =PANEL WHENSPACER E USED 1/4• INN. G TORS (SEE SECTIONS a ALM04MM ON SIEVIS 13.14. 15 R-2A/M R-W14, R-1 R-2AM/15. R-3AW/16. O O 0 DULAA ASA. OETIIBN LOW �NPAEL 40 PSF OR LESS W-r > 40 PSF TO 50 PSF W-2- > 50 PW TO 6o PW b'-10' A MAX. PANEL LENGTHS ARE Oh1,X VAUD FOR INSTALLATIONS W/ SOW SET ANCHORS k W/ SPACER AT 12 1/2. D.C. r we ,• tAaL L/12 4-0-200- 5.5. eats No I ! , i i• (USE MR PANEL ftNGm ; I MAIL OVER r-rJ PAM IENGRN S�ORAf { SIOP4 1 {REWIAR P/IiHFt I ■WIN CFI o '� __- ANEL �11 I r-Y•440A.-4WON DOLT) o.0 I1a.1. ! 1 -- - --------------- FNPHEL L •II I� LIFE SAFEtY ORAL PANEL 0E/o » "LAP MO PANEL LENGTH — - -- - I - r-e• ..boa -a o p+,. A _ %�` 'E4 •o'OLTSiW i -- 1 --'I- a----•- YTA ALLL moumlwH� ' I I AT EA L 12 O UFf PANEL BOTTOM OORNDFS 0 i 1-/14TW,P-� We/6 FAIT AT i.6LJ� L Vow wA AT LEFt PANEL RIGHT PANEL 3- t INSTALLATIONS ONLY VAUD FOR LAID R-IA/13. R 3A/13. R-3A/M. R-15/13. R-2C/13. R-M/14. ,• SPED UP ro 170 mp.N. R-tAW/15. R-2AW/15. R-3AW/1R. R-19w/15, R-2RW/15. R-36W/16. (SEE SECTIONS a ALTERNATIVES ON SHEETS 13, 14. is...-.-----_--- 1/e NMI. GAP LIFE SAFETY STORM PANEL n ELEVATION (t) 7 F SLUE 1/4.1• STOP AARM I IO �, In SAFETY PANEL It F' �oRIOA eM UNION INC, EXTEMOR`N G IL ECO� SECTION A -A IA4 r+HNH PL SEA/CM ortome NE d-mS/H 1e0,1101 A 1ALUH i.. I 1 I ij T — __Nu s A6au� ' -- -- _j ti- o. PANEL 1DE:M M-1 (SEE BOAT= ONN SHEET 12) , ' a• , 2•ae WO9P_ L:/ PLANE 1 4Y TAPCON IEottIN(0 Or O.C. SWAM= W/ SRO J••N4• WOOD PAWL WALL WOMPM WALE 3/0-1- N�SL 1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE RATINGS (pa. AND PANEL LENGTHS AS PER ELEVATION ON 1L 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PRE No 2. W/ SPE(2FIC DENSITY OF 0.55 OR EQUAL .RTC a 7MCON 21.41 wO R 0 9. O.C. M�OU6E0 24 OAK GALVANIZED STEEL STORM PANEL OMw 9l ma PROTECTION PROOUCTSA UX_ "mac 4m 19. 6' so6St RHa C ta.,No-ciea r'uAN� 0")Im stet 20-175 I too f 11, F N ICI. 7;�!iIrT:ZZT'ii9 ibiy#��yaii>t { f'IE'7triP. . ,.ILL.• v HAIL E uN07H SE0" �12) MAXIMUM A.S_D' DESIGN PRESSURE RATING (r2 s.t.)AND _ CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL n INSTALLATIONS INTO CONCRETE k CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL (D INSTAUATWNS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 k s) +Alf. A." PRE VTMj mwm *OMM SPACING FOR to ED. PER SCHWAS 613DW TV APPLCASLE PANEL LOW" t) Wlt. ASD. Pam_ (,,l) IIA%eNRE AVIa10RE 7MCIIN /OR AW [A PEIt 6C7EDIIlE ■LOB iWPLlCl9tE NAN6RaE LENGTH ln) WCON SMA-LET 7/OFO-NMaN IYIR-N a 7APOON STUD-SET-SETDOM LUS LMAO-NAM GILK-w a W m7111,rrv m W W ate, m ID W W W ate, >aaq -60 ro +Ts, -7s IT ,r IT IT ,r IT +r ITORDHOR u• 1r ,o , 6.-r OR LID1a •»�-7a 411E-ltta ,r r IT O, ,r 6 , 1r 61 7 in 1 s J2• ,r 41 , mn Ott LIM tT it, IT IV IT IT ,T IT 1r tr tr 1 MOW 13• a In• ,r IT 1Y r 1T 6• Tr 7 TIT 13' r T (eOf1oN) IT „• 1rIT ,T Ir Ir 13' ,Y 13' tr (TIP) IT r lr ,0 In -Tr- Tom it 8 1n 7 1/1' s 1/2" 17• • , • a (LOP) ,T 1T 1T Ir Ir 1T ,r 2 ROnoM) ,T r Ir 1T IT 9 in• 1T 9 1/r o W 7 1/r 13• a t/r 2 ROTWN) IT it- IT Ir Ir IT Ir IT tr IT Ir mm Ir r rT Ir lT 9 I/r Ir 9 T/r to ,n 7 I/r 1r r a (+•ha'-r 2 1 6 Ill• 6 , 4• 2 l!2 12 l - -. 6 Ile 61/4' (00104 - - 2 ,n 2 1/2 6 Ile 0 Ile 2 1/2 6 Ile - - a t/e 6 Ile 3 (aorta) r r e• r /• 0 I r 6• /' 4 I/r 4 CHIP) Y ]• r s tlr Y 3 t/r r 4' 4 I!r r 4 I/r 2 I/r 4 (TOP) e - r 1• r - Ir - (OOf10N) w - a In' - r - r - 51 - r - f60ITI,0 IT 1, IT or IT IT IT IT 1T or IT t0• cmp) it a Ile IT IT 1T r 1r 0• 10• 7 1/2• 13' r CHIN) or W 1T 13' IT IT IT Ir IT Ir IT it (eatroAglaW it r IT IT IT 9 ,/r or 0 1/r o Pn 71/r IT r s ORYWO ,r ,i• IT IT IT or ,T IT IT ,Y ,r 10' (LOP) IT r ,r O l tr 0 , IT 6 T 7 1/r s 1/r IT 4 I/r GDP) - - 6 1 e a 1/4' 6 , 4• 6 I!4• - - - - i 1 4• 6 1!4' 6 ROIL'•) - - 9 1/4- 6 Ile 6 ,/4• a Ile air a , r - - • , a• • Ile 6 LtlR») 1T 7 , tT ,r Ir tr IT Ir To, r Ir 6 to , M,�• ro r-r /r r 1r 0 ,. IT r ,T a , 7 , 3 1 1T 41 1 ) >s �. ro r-r 1r 7 t/r IT IT IT tot IT in t/2 1 1 r IT Y 1 (00TIOY) or 6 t/Y or lY tY r t]` 9' ter 7 In• lY w I mom* IT 7 ln' 1T 13• IT it IT it IT" r ,r a ,/3' 2 (TOP) IT s• IT o 1/ or a im IT 6 I/2' 7 In' 6 1/2• 13` 4 1/r 2 (To/) ,3' 7 I/r. 1T IY ,T o I/2 IT D 1 1 f a' ,T r tr r IT 1r IT S I/r IT 9 1/r 0 / 7 1/2' 1T 6 1/- 2 (BOTTOM) 13• 7 I/r IT IT 1T IQ , IT ,0 t/2 it 1 r IT r I(.,, �rym 3") 1T r IT IT 1T 9 , IT s ,/1' o 1/2 7 llr IT r 3 MP) x, 2 ,/ 6 1/4' 6 I/4• 2 1/2 6, e 6 1/4 6 Ile 3 (BOIfOM) 2 1/2-0 i 0 Ile 6 Ile 2, 6 Ile 6 Ile a Ile 3 (s01TON) 7 1/a' ] tn' r r 7 1/1. e r 4 l/r e' 3 ,/r r S 4 01►) 7' r r 6 1/2• T 3 TIT r e 4 I1r r 6 In• 2 1/r (1®) r - D' - r - a' - a' - r - (ealFOh r - a 1/r - a' - r - e ,n• - r - (BORON) tr 7 in• it IT tY 1D 1n or 10 , 1 1 r fY T 0Dq IT 6 ,/r 1T IT IT r or r ,r 7 tn• IT r (TOP) 1T 7 1/r. it rr I3' 0 1/2 ,3• 10 1/2 , ,/2 r it T ,T r 13• 1J• N' 9 t A• 9 llr 0 llr 7 1/r IT r (aoTaM) ,T 7 I/x• 1T 13' IT 0 I/2 IT ,O In 1 , e' or 7- a W) or r or ,r a ,/r 1T e yr 7 t/a• 3 IN or 4 1/1 (TOP) 91 4' 6I S I/4. 4 (WTI, a Ile SIX ow I i FOR MlCllm6 "HE a imam nm 61wA imm MO am PRFIL BUL W /MOAN NOW MACsas AO MtMM OK ON A VE ARE MOM ON 11E SocMRL AO, Aa Lox owH *Olt= on Sm a EpRt ANCHOR WOOD F MtI MVIIl0 e011106 Wow CRT SO MU 0 US ROLUMM FWM RR IHa OPUMTION W E P05ME NUUM WPM moan ma PAM M11LL (HDT E U36 Tow/ MNMN wmoo 101111011110 FOR PC" ASDR 11•E an 1NM wrmalL AN11011111 rim .Row T,MOJIT asM-+REM nM-EH IMORw ANCHOR woos ch, 3 a 3 3 It I'll HalMart9E ONO=GO a a I/r r a a +Ar a eWOAENAW smt ACRK ■■ 1■WICT mu PAC" "r Tom a" 1 C.W m ,AD TOO I'm » SPACINGS ONLY 1AUD WIZEN OEM LOADS k VAX SPACER 6 USED. SHf 1 FOR HAx. A.S.D. PANEL WI#?N SPACER USED. Lle tAPOpIH�.-_ NCRtoR . r oc. , L 7f�.,l1 a ASA DOM LM PNHNRL 40 PSF OR LESS > 40 PSF TO 50 PSF 6'-2• > 50 PSF TO 60 PSF 5*-IW A MA)L PANEL LENGTHS ARE VALID FOR NISTALLAnONS W/ SOLID SET ANCHORS k W/10 SPACER AT 12 1/2• D.C. •L •� � 1 L01-1L CA '1► !I ib 7 r r, EE MGM W a is PON AICNOR9 now TWIN 1/41 TAPE a SMIOwO FOR Fov"A" om OlLA ammom mom WHOM W 3 sOm FMM WAABM MAIN ANCHOR PAM" Ao WWIIAN •HN4HArw eNAwr OAJ 6aHANe1W .4MWH Aa DO 3 DE Domes ARE Room am NNW SC MAL IN La ALES t1YN POMIM ON SO =" mmu ""M wMDO a N MAIPL'fM0 SPACa10 SHHDRM ON SCHE ME eF Wa FMADIMq INCORS. A■IL t GsT RWIDIN I , - •m No 1HH OFOVM W E POOMIL NOV= WOMO OMAN" USED W= SHALL MY E 12S TRW a VY Rat r an IAselaw !WOOD %GOOD FOa EACH AVOW TWS an im trim,. - --- 7, is O At t/4Y-Sat' POW.!6 N w P,WPTi' 1 MAIL B PANEL LENOIH - NSHM IV E ELEVATION _a) Ni• i L RW r Ma. •u, 6n LOVt�4�..-._.-_ D 1 --lQ H6A NL •u+ ae �/4'4 TAPCON AIK110R . r 0.C. /aY TAPCON ANCHOR a r D.C. �Pa1RE0 SrcnQKjL_2ALg CCMCRETE ofti'OURFo tHlOClf IF.Otlll M • L�FN� CONCRETE OR BLOC% EOIRRD. a�'�i4�L1lEl WAIL lie LE INSTALLATION DETAILS FOR UFE SAFETY PANELM INTO WOOD STRUCTURES f READER T 4Y YAPOaH j 1 4.4 TAPCON I oa•oa t I 66'D.C. l fl i'MAIL Ile Mi.. t 1 1 E�wG_N _ iOrr • A _ _-R / 1 __'�-. GLw98 -1 L�mIH�OAO2•� II t I 6 I a 1 ( 1• LAC A _ ..__.._.� 1' AMR, a_— .1-LENGTH PARELe (SEE 10E1N010N A N 12) ON SHEET 12) NpON HESTarA A N TO CLASS 1 \Y 1 GLASS. �- L I -f 6WIAE Hr.voff m' YN4' Y1- PLATE I T( IREQUIRED' I { I I 1 4.0 PANaLWTE PLUS RF.OUOEO j ,. i f 1 ! -114Y POIEWITE PLUS j 4 mom O 12 t/r D.C. _'` j '' IWCIIOR • 12 tn' O.C. I j I PAM H,IA+LIANA WALL 111millulas SCALE 3/8-1- atEVGENe r ? 14187 "WA BUILDING CODE Non Mob V410afty NurrlaoE» Zons L tk TT 9eNM wma MO 24 GAGE GALVANW STEEL STORM PANEL P' �� OHM"' en 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRE34LNF RATINGS (COAT) AINp PANEL:' w/w/su6 '� oR IL-ECOINe. PRORC 0f1 • U.C. NW: LENGTHS AS PER ELEVATION ON SHEET 1L 6I snHN>a 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD S/ONALmal SOUTHERN /( a w"• 20-175 MEMBERS TO BE PINE No 2. W/ SPEGRC 1y Rr. NNDNLepaLM�,6 "'W406y■-wn DENSITY OF 0.55 OR EOIAW Ch-OD W O m a .. DRAMA N• PL PL Ww16 of is •4^••,A ^W W CO N —cu OL _0 L N Q = O O C .� C6 U -0 0— = '0 CO Ca LO 0 `a O LL o > .� — � L_ 0 cu 0 CL C'V ♦a OD 1.•S i.I-, O u . W Gri -' - ` - ' L._ LU c ^4I W _W cu U c O ■ Vi cu LLI a Z Z Q J SHEET NO. S H 1 94 �JI: Idua. 1Jl l.l(I�IR,l4y ,li_ er.jlwl..11 .0-111- I ANCHM •-"-(SEE 3W1ON IV 4t ALlom7NE EZ,W ON SHEET im ---- �IIE%A,p•1x PLJL I,-!&L n(= NOTE a) �N/� ^(SEE Loll (END PANEL) SEE NOTES I, 3. 4 (ANTERIOR PANEL) I MRERIOR PANEL) I (eNTER10R PATffL) I I (�7 T (END NOTES 2 SEE NINES 2, 3, 4 a iIFi ( a a * iIF PANELS W/ l J Lt.I-LLL-LL1- -WORD (��SEmxftatoCA, OM PPLCNU L-L I I I •a ALUAWAAI No SOa OF 'I. VAR. � MML I PANEL LEHGIN a a/- 40A p.a-t AP i SOa OF •L' JJ_L JJ_LLJJILLJJ_Li.1J1LLJ LLIJILLJJ_LLJJ1 LJJ_L1JI a • a a + P e .` 3- Yee e Moe I SEE NOTE 4 -- 3' . (- ,- Yn. 1f10 1-ONr `V` =NOR 3' t• W" TE 3 AHCIOR6 yi ---PEE SECTON EYI k ASTERNAIW fzIW ON SHM Is)-- - EZ1/,B, EZlWJ18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL n1SYSTEM (j') NO SECTION A -A „Hw1I1NN„� SCALE: 3/32"=T• ENGINEERING ENBIN ICER1No EXPRE80 PRODUCT EVALUATION RQPORT Soptarlbw 15. 2020 ApploationNurnber. 1ZMA - m EX Project Number. 2031543 ProductMeaubddNer: AO.Anwr Ml d N*M and Giro Mo arbcturer Ack reetc 1540 Donna Road VIM Patrn Beach. FL 33409 Pro" Nam 6 Description: 24gs GaHdzed Seat Sbmn Per" Law Nwis )mpad Reoiabrd Scope of awbs*w: This product EvoiusBin Repot Is We bound in aHxxMernes wA h the repnYromerlb ofthe Flaids DopnbneN of Busima ad Prdererorret RegUbbal (FbrW* Sul Mg Comrbrbn) Rub Chapter 0182D-3.0056 FAC., for statewide accop(arlee par Method 1(d). The product now comae had been Laded Edtor avaMuted as surrinv rized heroin to show compliance WAIN Rs F9aide BfAdbp Cods Seventh l"N' TL 0=1111 and Is. for the prspon intended, at tact agWvabrd b 1Mt rep l - by tM Cads. R"vel lotiandlhb product shag be rs4uirod following pdAmonl Flodtb BW MQ Coda modllalbna or rovfoions. Subso~nj) LIM: EX drawing INW111143 tinted 140a Gaken zed Wool Sic m! Penob (H VH(Z 6 No ~44', sMnle 1-6. prepared I t nOwerhnp Exproft, Ward 3 sealed by Prw* 8amwde. P.E. Is an tNeO part of Oft Evehi on Report a TEST RMIM 1.11r6brm Edalb structural porkin nsome Ma been Weed In accordance with TAS 202 tool sbndards pat tared rapoA(s) IMT-A86.17-001 by Bbcbm r Testing, lnc. Lags nndb Wised ntlahniceand cyclic badnp porbrtnonw ha been boded In ooaorderm with TAB 201 and TAS 203 togstandads por test ropart(s)AST-ASG-17-001 IV BbdRYtler Tabnp, Inc. Structural w4*AwMO eoiaddbpra two been prepared which enbae Os product baud an cor,nparllb,HeatnlJror, rseolloi aRsfysb o epnagfy Bhr IolHovdnhp dseiph rrileeb: 1. Mo tinium Allow" Opens 2. MANmum Allow" Spans 3. MMrbrnon Gras SeperoSon 4. Anchor Spsdng 360 SW 12fe AVENUE SUITE 106, DEeRF1E1.0 BEACH, FLOAIDA 33442 (954) 354-0660 1(866) 396-9999 TEAHeENGiNEERiNGERPREsa, CD" ERGINEEAtNG EXPRESS. con f LAST PANELQ TO K INSTALLED AT EACH OPENING SHALL. ALWAYS BE PRONIOfl) W RFJ1R HANDLE TO FACILITATE ASfALLATION IF INTENDED TO BE MAT FROM INSIDE OF STRUCTURE. MILL.; (1). �jEC t. T HANG OP & PANEL SYSTEM G'OIIS155TIINf Q PAN + Cowl. TRACKS TOP 8 BOTTOM. (2). END PANELS SHALL ALWAYS BE CONNECTED 10 BOTTOM TFUCK OTHERWISE A STOP BAR ®SHALL BE PRCNIDED AT TOP OF RICH PANELS. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONSIST OF 1/4'0-20e3/4' M.S. W/ 7/8•SK3/32• WING NUT OR 1/4 V/4• MHn. THUMBSCREW INTO TAPPED BOTTOM TRACK. LOCJQON Q' FASTENERS MAY BE AT TETHER OF TWO EXTERIOR FLAT FLANGES OF DO PANEL (4). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK (I.E. A STOP SM IS ONLY USED AT TOP) AT LEAST TWO PANELS SHALL R CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE 3() ABOVE. A SUCH CA#, CONNECTION OF PANELS TO BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATION. t INSTALLATIONS ONLY VALID FOR WIND SPEED UP TO 170 Tn.p,h, ENGINEERING Per 2 oF2 All American Shutters and Glass - 24ga Galvanized Sled Slam Panda No 33% Ingasse in sgowsble stress has been used In the design of the product. Separeban From plating Is not repWred for k*Wodons outside of wind wo 4 and scanted iacigtles- Impact Resistance: accounted for ImpactResistance In en�rft design of Bks product. en dommotobd se evidenced In Pr M Ns1sd laf reDrel(;). And b VWnd Load Ressstance This product has been deviWad to reset Wind bade as NLdkyMed in the span oc w&*s) on d w respective Product EYaAMon Doc rineoi 0.9. engineering dnMTp), i11staQation This product shah be I swilled in strict oonplence wkh he rwpecthis Product EnNWw Docu r" 0.0 sag dreg)' Note with of components noted then". Product corpa vois aMli be d eve mKedoi specded In thst praNa's respeddve Product Evabsew DOCU" nt 0•6. orgowwAg drvAv), UmN%eNons & Conditions of Ube: Lee of Oft product shag be in drill accordance wkh the respeedive Product Evakrotlon Document 0.9. eTghr000 g dronift) as noted heroin All va"abn9 host structures oinb be deoipted to nowt all superimposed loads and shag be of a TlWA" geed In this product'respsddiw anhchor itctlsdrls. Host xkuotme omK iMm which are nd wAom led br in this prodwt's respec6Ye andw schedule shol bedwignned br on a sRa+Psdgc best by a registered probsoi0osi Ililghlleer. AN oarpaHMas which am pwffw nbp IrrhMd shag be probeed againd cone sim. eotdecrinrdouh, ad cMer aueh damege st aNgraus. This product hiss been dealpmd for use wkW and ouWft the HgL11 Velocity Hurricane Zone (H OM. RespectfWly. Frank BennarNb,PE ENmwERING EvRoe MPF10046549I Cort. Arch. 9993 160 SW 121" AVENUE Suirf 106, DE6RP1E1.0 BEACH, FLOAtoA 33442 (954) 3S4-0660 1(866) 396-9999 TEAMeENGiwovR3R0ERPRESS.COH ENGINEERINGER►RESS.COM -1 •'N el^'{A#k P .,yy,y'y. - • � h'OrF A•PYI'C Z! - 0-1#w _Ir• ... {8.41}-CAR .ttie nY.. hl•.±YeaUt•. 39 LA•LA W F•u. 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O.G t/4"0 TAPCON ANCHOR at tY O.C. f� 14s7• No"Tot -` 4' FROM ,3000 �' ." �a T•'� 14.1* H FROM C 41# i j EEDDQKE OF C7 / E I // 1 ` Jr OH�W E 1. � 1 I/2• I ..,e^" AILA345, 1 _.t i la•• CDsPbe PHt�a.yi Mo rf"9E1pYVN - oasn-"� k --i 16•i �I.wonw '^'e'.e� ro cuss. j � �"� n a� 1 PGP R I 1 FACT r f t mm V. a Eo r I VA MAC. PANEL LENCTH # ti N�OL7s�• ; i -_-.__-.._... _.._j PAla Umm # Arm R-SEMM 1 - e E 1. 1al I 4Y-7Gd' a lO A95. 1 i 3Da _ TO GL E V OF 8 1 J at J h TAP ON ANCHOR i ;. • u o.a. 1/4Y TAPCON ANCYNCR . 1T' O.C. p�Tr�D POURED 'CONCRETE OR { 1 I': t ,- 1 YP4' 'WOOD ME - CONCRETE BI= REDllrlm. '' >'� swum WALL SCALE 3/8.1• SCALE 3/8-1• n ' vCEN FLORIDA B(RLIDING CODE VVelec NuTYkono Zone am 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. OESidC i MIN. PANEL LEPKNIH SWJ.I f)E 2'-6• 0.wtl7tl - * j A 1.1 T unm OL Cr 24 CAGE OALYAENTED SIiEI STORM PANEL PRESSURE RATING +/- 40.0 P.s.t AND 6'-0" MAX PANEL LENGTH. •. 1'' STAB OLONALP(L`iS A %� 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ftOR10 •. S� • • • •"E�1 .sm an s, mint WAIL FLOff.. a17/a a.a'�isilePs`-NICE . "DWI m. WfMtl (o+)tr-ma. FOR Osa)A►irtr 20-173 DENS" OF 0.38 OR ECIIML � s w. r �,. rs OMtsm hie n A A. Pa t1I61 Is W Is 1ALLAMERTCAN SHUTTERS AND GLASS ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ�l Ta TYPICAL VERTICAL MOUNT ELEVATION ldpATU N �►✓ TOOM0uNr XMNTVM- Love AS REdbi MM +) OOrioM u{ OUNT (COMA TY AS'RS)'D) o 9:Z TOP /AWM Ti[[ (CONx TYPE AB REtT'3» U A WAFT low"-T.&Aicallow a85T17(ICTION LOCATION NAY VARY) LR TRUL7- TMI PANELS"AY nEP1Orc"ED AS R8iI1MM CPf10NA1. 20 SRTCH PROV(Otli 1)AT1bNN£GIIOrS AND BOLTS ENGNUTS FASTENED ApCHOWE i KJ3a NIGHT RU"I Y (Y IIS3LAP5 9 PSDSMN (USE sPANE ABC71fEi gFLIW) 4iRLX=TIQN] 41M " TArILE) VERTICAL MOUNT ELEVATION NOTCHED PANEL'S) 1 N7.S1 8XVATIM ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANGS MINIMUM STORM PANEL SEPARATION FROM i NIL% (HNHi, HAND Ia/E 4 aESRIRlILL iAl7UTIES) CI ALLOWABLE INSTAWLTONSLESS 00RAULATONSGREATEII SryW Rmo) THAN )0 Ae01'E GRADE IMAM 30' ABOVE GRADWE __. &%Ih------ _- 236Hn-__-_. 44 LOAD a PANG FASTIM SPACING TO MMM "ASONWI ALLOWABLE STORM PANEL C SCHEDULE IS ACCEPTANCE FOB USE WITH ITWE LOADS-LPSS THAN OR SQU L TO 47714 Ol9lrEN LOADS. 'PANEL FASTENERS ARE STUDS USED IN )UNCTION WITH ALL MOUIMNG EXTRUSION! 'BACK. STUDDED ANGLE, EFC'.), USE 6.2T PAW PASTOM SPACING TAME V&AIES FI ""- AND'U'^HEADERB (INCIUDnat BUILD C DITIONS). 7¢,0 u R " MAXIMUM ALLOWABLE DESIGN PRESSURES: AS NOTM IN 1*51GN TES: stHa3Lu.Es pDpgESIGN pNNC i E HT} 5 : L tlff�!INN .PERK AS a��rtj?EEpp { 1 use i r [[Ze PpSCT]VF tCF�A PLPCAP YVALUES T@T AESC4f ORANY SLY fA SIgNId.)� GENERAL NOTES: ?« H71LEMVE �LDATE RJIMC!'pt 'H USED IN THB ALL W U. 12 m G 05ALTvele,rt EROR 4eQWIERED OR IIsE INCJ }- ff �NA�%U{tNY1UlNIle NOTE 0 lt�. ` IOpTrNNNER1WLpTi�eFL C.A NLUON�ABaef11THG17� N5 � Ei 1I 3Xy[,7 ITj K 1T711T l Bon VIB1T ECd L0.1wls" 1 fE�•t PNe'r_Prrr_ecA;+Ta•a d�lE A ^SFr ,;Jlu,.. .AAaY ♦^uxt_frti nxAlbOLnrrieas�r�s lCAdyR� � L, I MINIMUM ALLOWABLE SPAN SCHEDULE I sAw Br10tNHalt AIe mouNTIN6 mNonhcus ar,Or OA eOTTON. awn L1NOPHB 1� {P,PN I,fC6t rrelrD UI TAelt ■drJ[Mt ter .aePnr, No : sm Nis OMO WPRPI 13 aNAttA 7HIAN MYT doe gANit PRa1 IANr1IEIIATN INOIITD NtaN osrecalw flAVnrnrc tnflwmNN.nal Aatra 1 NAr GOAME flaDF0A3Lt"R0001H16MRP5 tll TAR2AWK. QUSS AU BE ERSMIt? U910 WRN aY1LOOV1 f�1011l/rille CaNO1Ti0N¢, A[WIAlOStPAAA/iONAOH OLIREH4LL BE PER MrAll'Y TaaLa YI .11' OR 64r O t (WPM OII WRI,01lr 3,tld hYaT51 Aft lA/P P,Nt15: ♦!le{N WIM PaNQ 54 NN L • Las' 01141Y O.0 A.4M P11%rspdmTAL. kUW41P'IMURnK tit a,MoERWR TOPa4aOTPOPIL7.ODYNlS Pal OPtWtG feat feTAIL Tl 1>�TIAaN. NOIfNRNG FINWlfW LYIOWtl w TNHt IIPAINA105 �o gb g e Ag /;,ZOPTIONAL EGEtESS PANEL DETAIL INTERIOR FAS'fEDtINGFASTEN)NG zzso rD a94•94 o 2 /a W sluu x J-9D�aam. daso kPL.rP..ers v� 0.12E• µ1 jpt7.O94•P �• :094• ryRry 11 I,Lz9• •�.laa .Phi I:• �' �I 1TM - gI § _ -T t 99DP tS3O• Fl",10, j: .. .062' 7_� ,.a73 L�.062'- y��11•• J.-FaM=s" ).00o" V,3 "�i 0" 2 -2Aa0• 5. -2A00• +13',000•l� IYP. li� pI Ert�O g 72L• • 1,18i1" ,rn•ll• HEMFN W 1019!2&UT v HEAM A:1�-PalH •CIOEfIRE is SIt� IJ1aE ( S lY-- t] ®r l T-m s .. II 3.380" HAx 11 C.313• it I`(j n` y S .S60•F- 1,960" BID O,i66' 4I • 0.376" N 0.37fi• 0. .} H e' 4T-Sco'PANEL COVeW 3� 'O.L79" s $, a%(35' DE 19g"� �ss ,. o.i5IT S.oD7^ 4 • ' 14s7a FYLi'ELLEN Rim a �'i �•�0,544 C' 4"35D" C.a90' D.OSD" �i! Gd P,IaL o:naD T-Om�yE TYPI, O z13• Oi6O O 5 &D.i3S (�! ( 'Rlab"tlIT '1'�,L 'L.� w'Y"� c. •F'ANr�p-'tR1e1 D,090" � CJ--- 0.957" � tdr ut ,Ynv' o l90" �F,.ivrhP�4.Y]R§i IIIr_ .+ Z ♦xq M _� 1�4zIAA' � yy11 emu• ItY.L urou _.1^10D0' DA2$" '^�-- • ze M. - 6 QJEntAP a �k�"p0'p0i wwta•aArml tn.� �" Y j� ,25" MAX. f 4'WIR L^✓CHIr1a3oasiF MA3L MAK, 2rMAJI '31Mb'•.�-ra-la..tYrT• k-m'�•nv+s�URNsQILC-OUT � w.�eN•H'•-.1�°1>�rC'ri tar 11 1 le I Wf-MAJMLP - �.A"CE +,1II! A'T? TRPif` ~`: - 4 a 1r:YR fA v.91 - Rroa Ar rarer ter^ low�. _.1frI0.K.r�CIGC:+ 46 1--. +�.• PFt�sU.R K.rtlt' W0 yR;: lY PI VaL aR!;'. :H ( ,L AMP' �5 .u51 JGM.RaiY4t ED a$VINn .x �.yrW .2 rAf sat 1,DUO' yy r Y an uH 41aLri�Y GfER1AP Fuji 1 +uw.. 3B2Py ZS" MA`M 4 M tIN,T $ Sar '.li Him " •tt LI,1. �.P RtlL A JLY1t]. .JY-t/Alx,- ` NAx. , FUJI L'$'Illa. TALL Jac• l�'•.�'.Mtl $'YY�I L: Ja4 M',T1.R.AHkaF" 'f.Ar-P 1•SA iP YES 1.'a'^+rrJi { �,AOUEAOLONIaEnE'NN �"r .rocw>:. imsPT>x s•Aenm, C K'Ifrain�snex.:fir $g 2 t3G.171W _EEr _ ;Y _ - €STuf]D60 3. (a Y ANCHOR SPACING SCHEDULE: 24 GAUGE PAFEL'S; PANE. FASTZ*R6 0 13.S• O:C. aP1 rYltbAy t'AiIR\ .e� f € gM Rn t ,•1 Itl ,,�Fv O - W tp �H .CCy SPAR 41 a. 1149. _ aT.� +� Q ,J• 'aE FF �{ yyFFFyyy��LLL ANCHOR NOTES: {'-ANo+oa srlHROUtF APPLIES TOALL.PR000Gi6 LStTif1£ni HEREIN, et1T OtCL1+'ROVIDEgi I fREALI.ODIbCNA�LR4CTNG, NAxIHUFj ALLOWAEAESMM5�11CD PRi'dSURL°E MDCCATED 2 ENTEAANCHM SCHMULE HASMON'PANEL. FASTENEK.SPACTNG,. THE EXrB.TM STRUCTURE WTEM ,_ sAHCHOATVPE,.5aXCT NLCADGREAM!R71- AC ROJALTl1NEdATIVE DEIGN I.OA7)Od%! RANDSPd£CTSPAN ER TD SMIrITE 7 TNRI/IDII E(TfLAt. SNUTTERSPAM,SFJRT Cq%JKrtONTY9€USED OM AYPptl1 MWjrtgtG.et7Hp17(OHI (SEE MOUNi(NG DEFA1LStX1 SHEET 2 FOR hRENT(tTCA1I0N OF in�ION TriPEl• S.•.PANELRA(fTENER6FARESTl1DlusEbiN2NON1 NLTtaNWFMALLMrIUNTTNG'19CFRUSIldN3 ANGLE, TIC) UEE 539' O,C PANEL FASiaNER,5PAC2NG TAaLf VAlHS iM0. -H£.pD�.50NauJ]lNgsulLDOOT CDNtn)'[I F ;. ANC?ggS frtlAl:l IRE tN5TALLE03H ACCOROAIK3: wRH� AERS' REODMr4ENDAT1OAb s; rNDLL 0W oI21 DEx F1�T s;RUCTUfa SIMLC roA@�M C9O ioGcli2911 6. NB+DNUN eNbB)AIIB$&H/•LL BE As +dOTS07N AN RSOHEOULE. a I•®'OHUM M'1eE0M@LY AND BSGE DISTANCE Eg(C11LOE51rTNJCIIT, i•YtAa/, BRlt3t. AND OTFBE WALL FTNIelIE5 WALL FTN(aHI557A1.LaEL1HaTED'Rlkj4'WHR'ORSHId.l.aE yERLF1sO BY O7HHi5 TO pmgPATELYTAANSMALIMO%MkOSTS['tua REIla A CONCRETE ANCH1 6 NOTED WCWIR SHALL BE EN IFOOM M UN4=AC*O WNCIWM ONLY. (!I RE i�I5TiRO5TRlR:TURE'a Wow fiviwiG. flaslING CA, IOmms MAY vW, f;6L0 VERIFY TYASTENEM ARE WfOAQE4UFt'E 7NOOD MAOM NEMISM NOT PLYWOOD.IMN. TO ELY1IODI,5 AeC�TADIP LTiLY FOR EeLOSI1REPtECf¢. f0, WHEIIE AN47Ht3115 FA6`j'Fh'TO i'dRRROW HLCEAF ErTUA I[RAM[id6,#A7ENERSHALk-EF LOCATED IN GENT€ROFy/M1CNA1.Yx-4'!N(N,)WOOD STUD(i6'EDGF DiBTANCEIB ACLf(KAAI.EE�ItWi7pD NCAM8IG), WOODRUDEiHA BE"60UT=JN G+O,SSOR.CRfRLTER%S fTY,lA6SrxEW SH411 FLNVE PTEIliPS PAN NERD OR. H6Y HEAD, Li. REIMABLEATICHORSAFIR. DeWALTPANELM4TE:ALL•0MMSOUD-5 OMt BBeu9FFnN6. 12 NAC1aNE 5t'106a5 WALL HAVE 1 ' PRNTAtIM ENGAfiEAT`•N1 CIF THREADS iNTQ'HE pA5£ ANGIOR AND rNlY HH�11E E TWF X PAN i1EAD TTdIS6 Hi�pp,, LaL WAffa1 WFAO' OnoEarALE eLST) U.MA. i3, MIN1N(fN 4NB�MBNT CIE, 'F/yiC EXCW OES STUCDO D&OTNEnt WALLFINLSHHE4. 'L4. 1P MINI ANCHO*%k z IONb WHI01AIVr NOT ACCEPTABLE LEIS. 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