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HomeMy WebLinkAbout23-6267AT 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 BGR-006267-20 Issue Date: 05/17/2023 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. j I ft.. coN�CT6 SIGNATURE PEIMIT OFFICEC) PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION I. ONO, I I This structure has been designed in accordance with the 7th edition (2020) FBC & FBCR and Chapt. 26-31 of ASCE 7 for (3 Sec. Gust) wind velocity of Vult = 130mph, Vasd = 101 mph EXP. 'B', RISK CAT. I INT. PR. _ ± 0 GCp.i. (OPEN) INT. PR. = .18 GCp.i. (ENCLOSED) INT. PR. = ± .55 GCpJ. (PARTIALLY ENCLOSED) BEAMS & COLUMNS = ALLOY 6005—T5 NOTE: IT IS THE RESPONSIBILITY OF THE OWNER/CONTRACTOR TO VERIFY ALL DIMENSIONS & CONDITIONS PRIOR TO COMMENCING CONSTRUCTION. -, �J 171NO D --1 j 3- 0 33 �� � N o P {� I C/) > E� ,I � I I i FJ, CO I m f Ia��F � I 1 / \> I V � `0 I ;' O_T1z';)'. Z I O O c� . rJ' O'r. j. CO = I y:ia O ! C V 3"x3"x.093" ! .1 ALUM. POST m p x. m m(p j 3) DDco )> L 3 x3 x.093 ALUM. POST r� L 1 SCOPE OF WORK: 16'x22' SHED WZ COfAIPOSiTE PANEL_ ROOF & 22'x22' CARPORT Wf ALUMINUk_' PAN ROOF SCALE: 3/ 16"-1 '-0') (V—z `Od :]]Is) IVtA �JVIHS ('d/.i) ('XVV� ) '0'O ,91, finis -bxz ('dkL) I /M 9V_1S 0 N 0 3 J, M_�N 7171 �I 11 I II I I a ��- � i ��� i I 1 S si I I�_1- �j CA o� I N II III I e I � I Itl 00 Iv O -(�1I1\103 J.I) �x W 0 :] I Vid doi txz - C] E �,^ D 221 _-0.• __ _— -- - - i N- S 'I 26"x36" 26"x36" �' I WINDOWININDOW f i .� CID F_ I X O z� I FT1 A i_ 52"x62" WiNDOty �'-70" (TYP.) 2x4 ST 16" O.C. (I (TYP.) SHEAR (SEE PG. 2-A PROPOSED 30r1 I DOOF" IA 2"x10"x.092" S.M.B. CENTER BEAM 1,��j >, -2"x4 x.050„ HE;A%f DU 'E KNEE BRACES @ EACH F NID PROPOSED CARPORT 2"x9"x.072" S.M.B. EDGE BEAM V// 36"- 2"x4"x.050" HEA\tY DUT, KNEE BRACES @ EACH END (iYP.) 12" 0.H. F1 0 0 R P LA N c�D tCD N (v O 0 (TYP. (4) PLACES) 3"x3"x.093" ALUM. POST T `` 2x9"x.072" S.M.B. EDGE E, �© W,/ 36"-2"x4"x.050" HE:,AVDUTY\I K'' EE B ,ACES @ EAC;H EN( {n I Ca0 O O Oil Oa x x X X I ) < i NEW 4' CONC. SLAB VV.1 8"x12'7(D) PERIMETER FOOTING I W/ 1) #5 CONT. �_. 2 2 9 — 0 " FROM T ELEVATION DBL. 2x4 TOP PLATE OR NEW 4" CONC. SLAB W/ 8"x12"(D) PERIMETER FOOTING W/ (1) #5 CON-. SE!!! -ION A - A (TYP.) 3"x4'x.032" COMPOSITE ROOF PANELS (SEE ATTACHMENTS ON PG. 4-D, FLORIDA PRODUCT PAN (SEE ATTACHMENTS ON PG. 2-H, FLORIDA PRODUCT APPROVAL NUMBER FL16952-R3) 22'-0" 0-1 ROOF PLAN rn 0 JOB NAME/LOCATION PAGE RESIDENCE 5647 17TH STEET ZEPHYRHILLS, FL 33542 'ALL W COD SoFLORIpALL 131ja,1npLr W17.14 NIT} PR NA7_I0NAL ELECT LDING COLD EVAILING AND rHN�FIy 01= z � �� °'L ORDINA pt- r 4"E�Y I 8"x 12"(D) PERIMETER FOOTING W/ (1) #5 CONT. I I I I rn NEW 4" SLAB 0 I I I I 8"x12"(D) PERIMETER FOOTING I W/ (1) #5 CONT � L--------------------- J I I CA I I 00 I I O I I V I I I I NEW 4" SLAB I I I I N N I I I I I O I I I I I I I I I I L 8"x12"(D) I PERIMETER FOOTING I W/ (1) #5 CONT. � L------------------- +—J 22'-0" - i FOUNDATION PLAN NOT REVIEWED FOR MEP STRUCTURAL REVIEW ONLY BY: DAVID NORRIS ENGINEERING 112 COLEMAN RD. WINTER HAVEN, FL 33880 (863) 299-1048 FL P.E. #32186 PAGE: 9 OF 2 This structure has been designed in accordance with the 7th edition (2020) FBC & FBCR and Chapt. 26-31 of ASCE 7 for (3 Sec. Gust) wind velocity of Vult = 130mph, Vasd = 101 mph EXP. 'B', RISK CAT. I INT. PR. _ ± 0 GCp.i. (OPEN) INT. PR. _ ± .18 GCp.i. (ENCLOSED) INT. PR. _ ± .55 GCp.i. (PARTIALLY ENCLOSED) BEAMS & COLUMNS = ALLOY 6005-T5 NOTE: IT IS THE RESPONSIBILITY OF THE OWNER/CONTRACTOR TO VERIFY ALL DIMENSIONS & CONDITIONS PRIOR TO COMMENCING CONSTRUCTION. SCOPE: DETAIL PAGES N.T.S. SHEAR WA16L M- 770NS 1) 5/8" 1111 WOOD, VINYL, ALUMINUM OR HARDIE SIDING: OVER SYNI-FiETIC WATER RESISTIVE BARRIER (PER R703.2, EXCEPTION. DETA:CHEO ACCESSORY BUILDINGS) & ALL BUT 5/8" T-117 SHALL BE INSTALLED O'✓ : 7/16" (MIN.) PLYWOOD (OSB 0R CDX) ATTACHED W/ 8d @ 6%12" O.C. EDGES/INTERM. & @ 3" C,C. T&B & ALONG ALL h,'_ADERS -s PLATES (FOR SHEAR & UPLIFT) REFS S �lURP.'CANE �(F� (NOTE: PLYWOOD W1774IN 8" OF FINISH GRADE MUST EE P.T) 2) THERMO-PLY STRUCTURAL GRADE SHEA7HING - ATTAC.HED KI 11 GAUGE 1-1/4" CALV ROOFING NAILS (p 3" O.C. EDGES & 6" O.0 INTERMEDIATE (FOR SHEAR ONLY, USE MIN. .113" TH/Ch'. FOR STUDS @ 1f C r MAX cR USE .137" 77-1:'CK. FOR STUDS , % 24" 0.1-. MAX.) NURn/!`f#EsC'Llr � r Qf/1FED 3) IN LIEU OF PLYWOOD OR THERMO-PLY USE THE 1 1/2" ZIP SYSTEM (FL 171.,17--R5). THE ZIP SYSTEM MUST USE THE SAME NAILING FATTE,7N AS OPTION #1 (FOR SHEAR WALL & UPLIFT) OR HURRICANE CLIPS ARE REQUIRED GE,VERAL NOT-,3, (A) HURRICANE CLIP TOP & BOTTOM OF EACH WALL .STUD L" <4" O.. i . (,WAX.) USING S/MPSON H2.5A W/ (10) 8d (OR EQUIVALEN7 FOR 400# UPLIFT) (B) SHEET ME AL `::CREWS MAY BE USED IN LIEU OF NAILS { (l. e. #10 S, /y1. S. FOR 10d) (REO'D FOR METAL STUDS) (C) USE 2x4 BLOCKING AT HORIZONTAL JOINTS FOR WALLS > 8' TALL. (D) ALL LILA 5ER TO COMPLY WITH SEC77ON R317 (E) ,ALL LUMBER WTHIN B" OF FINISHED GRADE MUST BE P. T. (F) ALL LUMf3 4 EQUAL TO #2 S.Y.P. OR BETTER (C) SECURE END WALL VER77CAL TO HOST STRUCTURE AS FOLLOVII_: F0,4 WOOD, USE #10 S.M.S. @ 24" O.C. (2" MIN. EMBIt%.) & FOR CONC., USE 1/4"II TAPCON @ 24" C.C. (2" MIN. E,i.AGEO.) NOTE. IF ATTACHING TO C.M.U./CONC. WALL R7 ZN THE END WALL 4IFPPCAL MUST BE P.T (H) SECURE MULTIPLE STUDS TOGETHER W/ 12d @ 6" O.C. STAGGERED (I) () 47NDOWS & (3) DOORS SMALL BE DESIGNED FOR: (WIND SPEED (VUL T)) EXP. i 130 MPH 140 MPH 150 MPH 160 MPH 170 MPH E +22�%'� ' _e5.9 +24.7 -27.9 +26.5 -29.9 +28.2 -31. cr +30 i-73.9 (l) 9' DOORS SHALL BE DESIGNED FOR. (WIND SPEED (VOLT)) EXI?. 170 MPH 140 MPH 1 150 MPH 1 160 A1PH 1 170 MPH B+i6.1 %- P5.2 +18.5 -20.9 +21.3 -24.1 +24.3 -27.5 +27.6 .31.2J Aj�Tr --FOR EXP. 'C' MUL 77PL Y VALUES X 1, 21 EXP. D' MULTIPLY VALUES X 1,47 j (MAX. ROOF HESHT OF 15) i NOTE. FOR DOOR SIZES OR WIND SPEEDS BETW ThfO.SF CI_ N A201 THE LOAD MAY BE INTERPOLATED. Q THER,_ jj7 SL: USE 7HE LOAD ASSOCIATED WZZI THE LOWER_7(2Q7R Sf E TYR. KIND04"-Z I20R HEAD,�R pETAIL SHALL BE LIMITED TO: 26"x36" WIND AY- 2'-6" MAX. WIDTH W/ (2) 2x6 112 S.Y.P. HEADER MAILED W/ 12d @ 8" U.C., W/ (2) STUD & (1) JACK STUD ON EA. SIDE, W/ (3) 12d INTO EA. END OF HEADERS 52"x62' A`NDGS41- 4'-6" MAX. WIDTH W/ (2) 2x6 #2 S. Y.P. HEADER :NAILED W/ 12d @ 8" O.C., W/ (2) S77/D & (1) JACK STUD ON EA. SIO W/ (3) 12d INTO EA. END OF HEADERS 3068 DOOR- 3' MAX. WIDTH W/ (2) 2x6 #2 S. YP. HEADER NAILED ;ty 12d @ 8" O.C., W/ (2) STUD & (1) JACK STUD ON EA, S%Dr, W/ (3) 12d INTO EA. END OF HEADERS GENERAL NOTES- 1) INDUSTRY STANDARD ALUMINUM ROOF PANS SHALL BE OF ALUMINUM ALLOY 3105-H14 OR H25 2) PAN OVERHANG IS 12" (MAX.) UNLESS OTHERWSE" NOTED ON THE PLANS i NOTE: CHART IS ONLY FOR ALUMINUM FRAMED ROOF ROCS AND DEAD LOAD CHART _UVE VULT MPH LIVE LOAD DEAD LOAD 130-140 MPH 20 PSF 3 PSF > 140 MPH 30 PSF3-uF---- 't EXT <'r, 7 BO,Y ,'-IEADER ! A TTACHNEPIT ,•.(SEE DETAIL PAGE 2-H) (T), l! 1,1470 7HRU-BOL 7S �2Z ,IO 7E S (,PER FASTENER SCHEDULE) --�� 1 • GENERAL NOTES: 1) ALL S.M.B. SECTIONS SHALL BE S77TCHED TOP & BOTTOM W/ #10 S.M.S. 0 24' O.C. (MAX.) 2) BEAMS TO BE SPLICED OVER ALUMINUM POSTS EXTRUDED BOX HEADER ATTACHMENT (SEE DETAIL PAGE 2-H) SECURE ALUMINUM, ' - 2 " „BEAM PAN ROOF PER 2"x-" S.M.B.1PA770 x ;kGE M DETAIL PAGE 2-H f CON77NUOUS THRU COLUMN H N. ALUM. CO' �'' E 2 1,/8" RECEIVt'tG CHANNEL J PER PLAN SEOP r 1% W/ 1/4"0 THRU-BOLTS OR < #10 TEKS EACh SIDE (SEE3" STRUCTURAL ALUM. ROOFSYSTM (TYP.) FASTENER SCHEDULE) UCTURAL ALUM. ROOF SYSTEM (TYP.) DEL. 2x4 TOP PLA7E OR (1) 2x4 (IF CONT.) BEI-i i r, O ` U!'�l N DETAILLAN FOR EDGE &CENTER BEAM SIZES i0 COLUMN N. T S. SEE BEAM TO COLUMN DETAIL & FAS7ENER SCHEDULE 2;<4 WOOD STUDS (# 2 S. Y.P. OR 3'x3' ALUM/NUM POST ( SEE PLAN FOR POST THICKNESS) BETTER) @ 16 O.C. (,AfAX) SHEAR WALL (SEE OPTIONS) CARPORT CONCRETE NOTES: 1. 2500 PSI (MIN.) CONCRETE" 3 1/8 x1 1/2 x1/8" [ BASE ATTACHED TO CONCRETE W/ (2) 2. (MIN.) (1) #5 CONT. REBAR 1/4 0 TAPCONS (2" MIN. -EMBED.) & ATTACHED TO POST W/ 2x4 P.T. BOTTOM PLATE ATTACHED TO J. FOR VAPOR BARRIER (2) 1/4"0 THRU-BOLTS QB (6) 110 (OR (5) #12, OR (4) #14) CONCRETE W/ 114"0 TAPCONS (2" MIN. CONTRACBON JOINTS AND OTHER TEKS ON EACH SIDE OF COLUMN, EVENLY SPACED EMBED.) @ 24" 0, C. (MAX.) & 2" AT ADDITIONAL REQUIREMENTS SEE OR CORNERS & NON-CONT BOTTOM PLATE FBC-R 506 ALUM. BASE INSERT ATTACHED TO CONCRETE W/ (2) 1/4 0 4. TERMITE PROTECTION PER FBC--R SECTION 318 TAPCONS (2" MIN. -EMBED.) & ATTACHED TO POST W/ (2) �. • .:'. .. ' ° 5. CARPORT CONCRETE SLOPE 1/4'0 THRU-BOLTS QB (6) #10 (OR (5) #12, OR (4) #14) • , ° ' •.- I PER FBC-R 309.2 TEKS. ON EACH SIDE OF COLUMN, EVENLY SPACED R } b '• 6. DESIGN SOIL BEARING LOADING 'o DIAL UND/STJRBED GROUND - 1500 P.S.F. (MAX.) ORIG/NOTE IF USING ABASE INSERT, TAPCONS INTO CONCREIF --- -- ARE TO BE IN OPPOSING PRE -DRILLED CORNERS (TYP.) NEW 4" CONC. SI-AB W/ 6"x12"(D) x 6x6-10/10 W.W.M..W.M. OR PERIMETER FOOTING W/ (1) #5 CONT. tr-FINISH GRADE �M1' (SEE MONCLITHIC FOOTING DETAIL) I - FlBER,tlESH CONCRETE _.._ 1,.- v--.-._° SHED b, 7LI T r` 1 OOM DE TAIL 12:, a...Y... - -- 4" NOM. ^ A Z (NON -HABIT ABLE STRUCTURE) N. T. S. ' -� :.• (TYP.) NEW 4" CONE. SLAB W/ 8"x12"(D) • " PERIMETER FOOTING W/ (1) #5 CONT. '® '�tS' 8" (SEE MONOLITHIC F0077NG DETAIL) ! 2500 PS/ (Ml,"d,) CONCRETE d . f MIN. '250--" - a I GABLED CARPORT/OPEN PA T10 DETAIL 1. ' t.,IPd, 2. (MIN) O E CON TRER, REBAR (NON -HABITABLE STRUCTURE) N. T.S. 3: FOR VAPOR BARR/E!� CONTRA C:'lON ! { /� _ n JOINTS AND 077-IER ADD1770NAL ;�f/ �/ �1 UL / I-%�� F 00 TER REQUIREMENTS SEE FBC-R 506 _�__ - 4 TERMITE PROTECTION PER FBC-R N. T S. ORIGINAL UNDISTURBED GROUNDSLCTTOPJ 318 I FINISH GRADE - 6x6-10/10 W.W.m. OR FIBERMESH CCNC.RETE 2'x_' S.M.B./PAT70 t2 NOM. FASTENER SCHEDULE NOTES: -- -MIN. ° 1) 2" MINIMUM EMBED. INTO WOOD, CONCRETE OR C.M.U. e-� 2) ALL SCREWS EQUALLY SPACED . Y, NOTE• BEAM SPAN IS -t. 3) ALL BOLTS TO START 1 " MAX. FROM TOP & BOTTOM OF BEAM (TYP.) 2"x4" KNEE o ® ® BRACE @ 45' ANGLE MEASURED TO POINT 4) #12 SCREWS = 75% OF #10 SCREWS OF KNEE BRACE. -- ----- ----- 5) #14 SCREWS = 60% OF #10 SCREWS -- I RECEIVING `C HA �! N E- L FASTENER SCHEDULE [ 2 1/8" ALUM. REC. CHANNEL MIN, W/ (12) #10 TEKS PER EACH BEAM SIZE INTO ALUMINUM BEAM INTO ALUM. COLUMN MEMBER @ EACH END (FOR -` C.M.U./CONC. WALL: USE (6) 1/4" ALUM. COL, BLOCK MONOLI THIC FOO TER 2"x3' x.050" WALL OR WOOD 2"x4"x.05:i" I(�) 1 /4' THRU-BOLTS OR (2) 1 /4" 0 THRU-BOLTS DIA. TAPCONS & (12) #f0 TEKS) FRAMED WALL A'. T.S. 5„ (2) #10 TEKS EACH SIDE OR (4) #10 TEKS 2 x x.050 2"x6"x.050" HEAVY DUTY KNEE BRACE f2) 1/4"v THRU-BOLTSR (2) 1/4" THRU-BOLTS 2'x7N.055" `(3) #10 TEKS EACH SIDE OR (6) #10 TEKS N. T.S. 2"x8"x 72> (3) 1/4"0 THRU--BOLTS OR (3) 1/4"0 THRU-BOLTS (5) #10 TEKS EACH SIDE OR (10) #10 TEKS DAV/D NORRIS ENGINEERING DAOD NORRIS ENGINEERING v 2"x9N.072" 1/4"0 THRU--BOLTS OR (3) 1/4"4 THRU-BOLTS 112 COLEMAN RD. (6) #10 TEKS EACH SIDE OR (12) #10 TEKS 112 COLEMAN RD. WINTER HA'✓EN, FL 33880 (853) 299-1048 P.E. 32186 P 2---A ' P 2"x10"x,0 2" WN7FR HAVEN, FL 33880 (863) 299-1048 PC.A.32186 Pg. 2-C (°} 14" THRU-BOLTS OR (4) 1/4"0 THRU-BOLTS G.A. 8283 `B) Ij'10 TEKS EACH? SIDE OR (16) #10 TEKS 8283 S},I TABLES STANDARD INTERLOCKING COMPOSITE ROOF PANELS FOR INTERLOCKING (3"x12) ALUA41NUM PAN j SPAN TABLES ARE BASED ON FLORIDA j MAX ALLOWABLE SPALNIS (DEFECTION = 1/80 MAX.) 14 S.M.S. OR 1 4"?1 LAG ®12" O.C. PRODUCT APPROVAL NUMBER FL2.2840-R2 ! COMPOSITE PANEL SKfNS SHALL BE OF ALUMINUM ALLOY - ALONG ENTIRE PER/METER (OR #10 3003-H 154 (1. 0#/C. F. E.P.S. FOAM) S.M.S. ® 8" O.C.) W/ 1 "0 (MIN.) 3" RECEIVER 6" STEP FACIA I WASHER (2" MIN. ii GUTTER IS'REQUIRED EMBED. IN WOOD) GU ALONG ALL EXPOSED PAN ROOF DETAIL I GENERAL NO TES: PER/METER PANEL EDGE,' N. T S. 1) COMPOSITE. PANEL SPAN TABLES ARE BASED ON MIN. SLOPE. 1/4"/FT. FLORIDA PRODUCT APPROVAL NUMBER FL7561-R5 2) SPAN TABLES STATE 36" MAX. OVERHANG ON 2':Y2" PAN REINFORCEMENT (SEE DETAILS BELOW FOR CONNECTIONS) I FRONT & 259. OF PANEL WIDTH @ SIDES (12" MAX. O.H.)-OVERHANG NOT TO EXCEED WHAT IS CALLED i 3 I OUT ON THE ENGINEERED PLANS - EXTRUDED BOX HEADER ATTACHMENT OPTIONS ; 3) COMPOSITE PANEL OVERHANG IS 12" (MAX.) "7A.) #10 S M.S @ 4" (MAX.) O.C. INTO WOOD BEAM/FASCIA (1 1/2' MIN. THICK) UNLESS OTHERWISE NOTED ON THE PLANS _. A - 1 ) (� # I I #10 TEK 0 12" O.C. B. 2' IO S.M.S. @ 16" O.C. INTO WALL S7UDS 12 ®'�' NOTE: CHART IS ONLY FOR ALUMINUM FRAMED ROOF ALUMINUM TOP AND BOTTOM C.) (2) #10 S.Af.S. @ 24" O.C. 7HRU 3/4" (MIN.) FASCIA INTO TRUSS GR RAFTER TAILS (REPLACE ALL DETERIORA77NG WOOD; W/ FASCIA SECURED TO RAFTER (TRUSS) TAILS) ROOF PAN RE/NFORCEMENT DETAIL D.) i/4"0 TAPCONS @ 8" O.C. STAGGERED INTO CONC/C.M.U. E.) #10 TEK P/ 3/4" NEO. WASHER @ 3" O.C. (MAX) INTO ALUMINIUM FASTPNER TO BE DETERMINED BASED ON CONSTRUC770N OF HOST STRUCTURE (ALL FA57ENEPS TO BE EQUALLY SPACED) 1, OUTSIDE EDGE SUPPORT (6" STEP FISCI.A + 2,,2) IS REQUIRED i NOTE; 2' MINIMUM EMBEDMENT (TYP. INTO WOOD/CONC/C.M.U.) - 5" STEP FASCIA W/ #10 TEK @ 12" Q.C. THRU RISER INTO 2"x2 x.040" STIFFENER (SEE ABOVE FOR ROOF PAN DETAIL) \e PAN EXTRUDED BOX HEADER CONNECTION USE #10 7EK W/ HE �­70 #10 7EK W/ HEAD TOP OF RISER W-z---EX7iRUDE'D BOX HEADER, e #10 TEK W/ 3/4' NEO. WASHER @ 3" O.C. (MAX.) INTO BEAM 1 "xl "x2"x.060" ANGLE CLIP W/ (2) #10 TFK Irv;/ HEAD EACH WAY ALUMINUM EDGE BEAM OR WOOD TOP PLATE PER PLAN (IF APPLICABLE, CENTER BEAM AS WELL) TYP. SECTION DETAILS N. T. S. METAL RIDGE CAP (16" MIN. WIDTH) SECURE W/ #lOxl" S.M.S. 12" O.0 (@ EACH RISER) EACH SIDE EXTRUDED BOX HEADER A�Ui'I ,o'4NS e RIDGE BEAM PER PLAN RIDGE CAP DETAIL N. T S. METAL RIDGE CAP (16" M/N W'D774) SECURE W/ fIOx1 " S. M.S. 12" Q.G. (@ EACH RISER) EACH SIDE EXTRUDED BOX HEADER r11-14 N SUM P�Ns RIDGE BEA:'!�1 � PER PLAN OR RIDGE CAP DETAIL N. T. S. DAWD NORRIS ENGINEERING 112 COLEMAN RD. WINTER HAVEN, FL 33880 (863) 299-1048 P.E. 32186 Pg. 2 - H C. A. 8283 ROOF LIVE AND DEAD LOAD CHART VULT MPH LIVE LOAD DEAD LOAD 130-140 MPH 20 PSF 3 PSF > 140 MPH 30 PSF 3 PSF ROOF A TTACHMENT DETAIL (N. T. S. FASTENER TO BE DETERMINED BASED ON CONSTRUCTION OF HOST STRUCTURE (ALL FASTENERS TO BE EQUALLY SPACED) HOST STRUCTURE: A.) ,#10 S.M.S. @ 4" (MAX.) O.C. INTO WOOD BEAM%FASCIA OR B.) (2) #10 @ 16" O.C. INTO WALL STUDS OR C.) (2) #10 @ 24" O.C. THRU 3/4" (MIN.) FASCIA INTO TRUSS OR :RAFTER TAILS* _OR D.) 1/4"0 TAPCONS @ 8" O.C. STAGGERED INTO CONC. W/ #10 S.M.S. THRU REC. HEADER INTO PANEL BOTTOM E.) #10 TEK @ 3" O.C. STAGGERED INTO ALUMINUM NOTE: 1) 2" MINIMUM EMBEDMENT (TYP. INTO WOOD/CONC./C.M.U.) 2.) *REPLACE ALL DETERIORATING WOOD, W/ FASCIA SECURED TO RAFTER (TRUSS) TAILS METAL RIDGE CAP (16" MIN. WIDTH) SECURE W/ #10x1" S.M.S. 6' O.0 (EACH SIDE)-, CO MP PA RO"e THICKNESS (PER PLAN) ROOF PANELS N. T.S. ALUMINUM/WOOD MEMBER (IF APPLICABLE, CENTER BEAM AS WELL) REC. HEADER, R.F. (USE EXTRUDED ON MASONARY) #10 S.M.S. a 12" O.C. T & B ROOF PgNELS OF POS RO PA/VE S, OPTIONAL UNDER OVERHANG ATTACHMENT #14 S.M.S. @ 12" O.C. THRU T & B OF COMPOSI7E PANEL & HEADER METAL RIDGE CAP (16' MIN. WIDTH) SECURE W/ #lOxl' #10 0 6' O.C. S.M.S. 6" O.0 (EACH SIDE) STAGGERED #14 x -" S.M.S. W/ 1 "0 OR NEOPRENE WASHERS ((4) PER PANEL EQUALLY SPACED) MIN. 3/4" EMBED. (2" MIN. INTO WOOD) Ro°\NFL RIDGE BEAM DETAIL N. T. S. COMP ROOF OOP PAN L Pq E RIDGE BEAM PER PLAN TYP.) RECEIVING (TYP.) #10 S.M.S. ® CHANNEL 12' O.C. TOP & BOT. RIDGE BEAM DETAIL N. T.S. DAWD NORRIS ENGINEERING 112 COLEMAN RD. WINTER HAVEN, FL 33880 (863) 299-1048 P.E. 32186 Pg. 4-D C. A. 8283 JOB NAME/LOCATION PAGE RESIDENCE 5647 17TH STEET ZEPHYRHILLS, FL 33542 NOT REVIEWED FOR MEP STRUCTURAL REVIEW ONLY BY: DAVID NORRIS ENGINEERING 112 COLEMAN RD. WINTER HAVEN, FL 33880 (863) 299-1048 FL P.E. #32186