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HomeMy WebLinkAboutBLDG PL AN, PDF 1-12-21 Revised Santebel Flat Roof Tile installed per product \FLE] approval FLU 30191.1 and evaluation report using (2) 10d ring shank nails over polgglass self adhered roofing underlagment over I9 32" CDX plgwood attached to trusses per sheeting attachment diagram on roof plan. TL 0 N 0 FERNITTiNG IN = ORMATiON ( 1= ORM 100 ) ° o Florida Building Code Residential: 6TH Edition and ,4SCE -10 for Wind Loading I° Q z U Q Building Design is: Enclosed Risk Category: II Wind Speed: 160 mph ultimate ° — — — — — — — 0 - - - - - - - Mean Roof Height: 15'-2" Roof Pitch: 6:12 - - - - - - - - — — — — — Internal Pressure Coefficient: + 0_I8 Sub jectabilitg to damage from: Weathering: Negligible Termites: \/erg Heavy_ 5/8" thick light textured Width of Roof End Zone: stucco on tgpical concrete Wind Exposure Classification: C FLAT ROOF block construction - Color ,adjustment factor for Exposure Height Using Allowable Stress Design and � FRONT E L E V � T f O N Texture to Match Existing Load Combination per ,4SCE 1-10 Section 2.4 DL+LL; DL+0.6U1L; 0.6DL+0.6UJL Exp Height ,Ad j Factor: 1-29 x Load Combo Factor 0.6 = 0.1-14 applied below ` SCALE: 1/4" = 1'-0" Components t Cladding Wind Pressure (NET) Roof Zone: I. +21.0/-33.0 psf Roof Zone: 2. +21.0/-51.0 psf Roof Zone: 3. +21.0/-84.0 psf U_ Components t Cladding Wall End Zone Width: 5'-6" +' t Components t Cladding Wind Pressure (NET) Wall Zone: 4. +3�.O/-39.0 psf HIP ROOF 2:12 o Wall Zone: 5. +3�,0/-48.0 psf TO 6:12 PITCH LLIvU Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-41.0 psf = Roof Zone I ° QC v Stucco t 0 M � T C 1--I EXISTING Shear Walls Considered for StrucY�s? Yes - Walls Zone 4 0 Continuous Load Path Provided? Z3 d i n t Color to M T C H X I S T i >\l G ,ore Components an Cladding Details Provided? Yes � = Roof Zone 2 E: Minimum Soil Bearing Pressure: 2,500 psi, Presumptive: X Bg Test: psi Walls Zone 5 Ili Roof Tile to M .4TCI- EKSTINO __ This Building Shall Have the Following: END ZONE �es T Door / uJ i n d ow Trim to M A T C H EXISTING APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER: Roof CorneZone n �3 m Product Approval Submittal Affidavit o < Ln OD � o 0 Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights C N N o C OD OD E TEST 4-3 Opening NOA/FL Manufacturer Glass Design 1Pressure C r r Type NUMBER Product Model # Attachment method Expiration of Approved g Tests � � ° � �0 # Dateo cv c� S Santebel Flat Roof Tile installed per product Fixe ass PGT �/1�" 1/4" dia. tapcons w/ min. 1 1/4" penetration to be 1 U approval FLU 30�1�.1 and evaluation report using 1. 20-0401.10 PW-1120A spaced per product approval. Contractor shall adhere to 2-19-24 + 80.0 PSF cvCV� PP P 9 Impact min. edge distances specified in Product approval L r r (2) IOd ring shank nails over polgglass self adhered u1U rr L roofin underla meet over 1`1/32" CDX I wood attached Casement C,q—�4O 5/I�" 1/4" dia. tapcons w/ min. 1 3/8" penetration to be � Q) g g p g 20-0402.02 spaced per product approval. Contractor shall adhere to + + m to trusses per sheeting attachment diagram on roof plan. 2' c PGT min. edge distances specified in Product approval �-II-23 _ 80.0 PSF Steel Overhead 8100 Series Install per product approval including jamb supplement and (U E U- 3. FL# 8248.13 Garage Door Raised Panel Wdgne Dalton for manufacturers recommendations. See center detail taiill on these plans + 4L0/-52 PSF < c i ~ P a PP W L TEST Maximum Product NOA/FL Model # Manufacturer Attachment Method Expiration Design Pressure NUMBER Date of Approved Tests Install per fastener type and spacings shown in Table IA and IS Mullions 20-0406.03 I" x 2 3/4" x .315" PGT in product approval on sheet 5 of 22. 5-26-24 + 58.0 PSF Santebel Install per product approval and all referenced standards Roof FLU 30191.1 Crown Building over Polgglass Self Adhered roofing sgstem installed of Florida per FLU 5259.1 over 19/32" CDX plgwood sheetinco _ attached per sheetingattachment diagram on roof Ian. 000 I r� Siding STUCCO 5/8" Thick light textured stucco on tgpical `-" ON BLOCK Concrete block construction I El El El I 1/2" thick stucco on 3/8" Hi-Rib lath attached to Sheet Soffit STUCCO horizontal and vertical wood framing with nails or staples to ON LATH provide no less than 1 3/4" penetration into horizontal El El El I wood framin and 3/4" peretreitior into vertical framing 2 , Under- Install per product approval EI © layment FLU �332.1 ICP Adhesives OF �. 'l ElComm 4 ALL Product Testing bg: Miami-Dade Countg Building Code Compliance Office / Product Control Division 2 0 — 21 4 I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record LEFT E L E V /4 T1O �I o0 0 0 0 0 0000000 oo on0 SCALE: 1/4" = 1'-0" ° 00 oeL R.BRA Digitally signed by o: o Daniel R. Braden or°°o o AR9770 'Q ° Date: 2021 .01 .12 0�0��°°° °°o° 14:42:16 -05'00' ��ovOQLsD°lao�0� �OOOD� ROOF: SHEETING ATTACHMENT DET .4 L I. Minimum Nall Size = 8d ring shank (min. 2" long) 2. Minimum Screw Size = 1*8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Pl wood -4. Use nails or screws based on pressure for roo� stated in permit info box on these plans for zone 3 2 4 FT a v 2 �� 4 2 4 FT 2 T 4 FT 2 4 FT 2 T wL i 2 d 4 FT 2 2 4 FTa Ke Area Edge Field Fastener Pressure Zone I 8d ring shank -45 psf Zone 2 '4" �" 8d ring shank % psf X/Azone 3 4" 1 4" 8d ring shank 84 psf o ** Zone 3a I �" 198 wood screw 1112.5 psf N ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 QL BOTTOM CHORD TRUSS BRACING NOTES I nn//' Q) nn//' Contractor to race a bottom chords in oor O 41� V W and roof trusses m the following manner: v I — install first row of truss bracing 34" from exterior walla —Q f1 Z ) f1 and spaces 12" o.c. thereafter. — 1 1 1 1 — install bracing on any bottom chord which is longer Q U than 12" in clear span. All truss bracing to be 2" x 4" wood and shall be attached to bottom chord or trusses. Wall below Felt Trusses spaced per truss E manufactures plans n, (L IL m V Typical splice O cn Attach bracing to truss chord , LL X using (2) IOd nailsinall Ixations a > � 2" x 4" wood bracing L �O �U Wood bracing shall lap one truss � � � U_ ALL BRACING SHALL COMPLY WITH BCSI—B3 SUMMARY O � U W TLO STRAPPING SCHEDULE HETA 20 Q— m ,o.. O HETA 20 g` L 6 O o� _ � � U)OD < < cy cy U U SIMPSON HETA 20 hurricane oD OD EO anchor at each truss supporting U Max. 1,810 lbs. uplift. Strap shall p r r have (9) 10d x 1 1/2" nails. u # I � � to (A CA ilJ Qui W r—r— t m X 2 �°� � � E LL LO E 6 ~� L H T A o ROOF PLAN C n IN TYPICAL ROOF DOTES: W ('4off — Overhangs shall be 2 ' - 0 " and assumed TO MATCH EXISTING roof pitch shall be � : 12 and assumed TO MATCH EXISTING Truss shop drawings to be provided by manufacturer NY- o — Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. — ALL TRUSS TO TRUSS CONNECTIONS BY w 12 = TRUSS MANUFACTURER 6 SLOP LOPE — Architect to review Truss Shop Drawings Prior sheet to construction for layout and uplift verification 45 p y an Contractor to provide for Form Board Survey d to provide Form Board Survey to Truss Company prior to truss construction OF 1. T 20 o_ — Contractor to verify all Roof fi Itches FRIOR to truss order Comm 1* � Contractor to provide the Architect with truss shop drawings Including 20 - 21 -4 Santebel 'Flat Roof Tile Installed per product ALL truss cut Sheets showing ALL truss reactions prior to START approval FL# 30191.1 and evaluation report using o O00000 0 OF FOUNDATION WORK for strap and footing verification. o 00 Qo�o� (2) 10d ring shank nails over ppolyglass self adhered °°°°°°°0 roofing underlayment over 19/32" COX plywood attached 00°��°° °O o to trusses per sheeting attachment diagram on roof plan. R.Digitally signed by 0 0 0°® ��� BRAD O Daniel R. Braden gee ° AR9770 °o�oo Date: 2021 .01 .12 p�a�°°°° ° °p� 000 14:42:39 -05'00' �ooG3� 00 0 . DQa 00 ��OOOD� Additional 45 bars _ Lintel Bar Clear "A" Length Length Span Bars Bars COVER Precast Lintel 2,tt3 none S E 4 M SCHEDULE 3'-6" 3'-4" 2'-2" 2,u3 none 8F8-OB/IT Additional 3'-10" 2'-8" 2,43 none Mark Size and Description Hand framed Cricket US bars CLEAR ..:!: 4'-6" 4'-4" 3'-2" 2, 3 none Two rows of beam block filled with concrete and (1) #5 bar COVER One Row of Beam Block Above 1 continuous in each row. Provide precast lintel filled with 2" x 6" sYP2 Roof 5'-4" 5'-2" 4'-0" 2,43 none concrete and (1) #5 bar per lintel schedule continuous Joists sistered at each 5'-10" 5'-8" 416" 2,U4 none over O enln S. EXISTING roof truss Precast Lintel 5'-4" 2,u4 none Additional i �' i i CLEAR M----y #S bars 'L----'w COVER �'-6" �'-O" 6'-2" 21US none Knee Wall 8FI6-115AT 8FI6-IB/2T NOTES: none I. MIN. COVERAGE OF STEEL = 1.5" (2) 2" x 6" SYP U2 C 2. MIN. BEARING REQUIRED 9 EA. END = 4" ALL reinforcing steel is grade 60. Wood Ledger �'-4" C I�l 3. STANDARD FOR REINF. STEEL = ASTM A615 GRADE 60 TYPICAL LINTEL SECTION I D E ( PRECAST CONCRETE ) I I I wood Bealm sYP �2 I I I >a LINTEL SCHEDULE 2" x6" Ceiling i I I Filled Cells joists at 24" o.c. _ Window Rows of Max. Max. Max. (Typical) Pre- Simpson HUC 26 = or Door BM Block Gravity Uplift Lateral I I I = O Mark Unit Lintel Cast-Crete Stressed Above Bottom Top Load Load Load Hanger at each foist = N Width Size Specification Steel Size Steel Size (PLF) (PLF) (PLF) _ EXISTING Lintel = > L20 T-O" T-10" 8F8-OB/IT NO — 1 u5 3069 1569 1642 a I I I to REMAIN = Q3 2'-21, L31 2'-61, 3'-9" 8F8-OB/IT NO — 1 #5 2561 1343 �63 o 2'-8 4 1/2"x 4 1/2" L'45 4'-5" 5'-l" 8F8-OB/IT NO — 1 u5 13,49 1016 411 I I I Masonry Inspection _ f Clean Out Hole O = L50 5'-O" 5'-8" 8F8-OB/IT NO — 1 u5 1105 909 339 EXISTING Window _ a to be removed Is L60 6'-8" 6'-8" 8F8-OB/IT NO — 1 u5 1011 12 534 L-10 T-O" T-O" 8F8-OB/IT NO — I u5 1011 121 5314 m = l EXISTING Concrete - - — u I I I I I I wall to be removed v -� Q Z - Q L80 8'-0" 8'-8" 8F8-OB/IT NO — 1 u5 699 591 512 _ L l L90 9' O" 9' 8" 8F8-OB/IT NO - I 5 535 530 401 - �— -�� - I I = ___ = Q - U I I I 90° bend from footing - ALL LINTELS SHALL BE MADE BY CAST CRETE. - - 48 bar dia. lap in wall - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE and footing Dowel #5 bar x 12" - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING long 6" into existing slab LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. and set in Hilti HIT REQUIREMENTS RE500 adhesive (or equal) - LINTELS OVER 13'-11" LONG ARE TO BE PRESTRESSED. T ( M I I a SOn r (� FilledC I Detail at 18" o.c. for slab - CONTRACTOR TO VERIFY ALL LINTEL SIZES BASED ON FINAL MASONRY to slab connection and OPENING SIZES AND ADJUST LINTELS ACCORDINGLY PRIOR TO ORDERING NTS settlement resistence. ANY/ALL LINTELS _3 E I —III _ IIII _ Uj LL- Dowel (1) 45 bar QL II w/ 25" min lap O I and 6" embed Existing R esid & nc & to New /4 dditicn Connection D & tails 2" x 6" PT wood secured with overhead door track secured to wood _ 1/2"dia, x C expansion anchors jamb per manufacturer's product approval I I SCALE 1/2" - 1,- C with 2" sq. washer at 18" o.c. Fin'Floor 1.1� � �Cn ALL GARAGE DOORS AS SPECIFIED IN PRODUCT nn// APPROVAL ON THESE PLANS. DOORS TO MEET E yy WIND PRESSURE STATED IN PERMIT INFO BOX ON pAt Mix Cont. Concrete Footing Santebel Flat Roof Tile installed per product R-22 Spray Foam Insulation THESE PLANS approval FLU 30191.1 and evaluation report using '< (2) IOd ring shank nails over ppolyglass self adhered nn C4 �1/� roofing underlayment over 19/32" CDX plywood attached a r a g e Door Jamb Detail I I I S 5& d Tie D Own R & { ) a i r to trusses per sheeting attachment diagram on roof plan. O NTS I.Jntsgio Simpson HETA 20 or equal N QQ) hurricane anchor at each truss 12 — f-- ? m ui with (10) IOd x 1 1/2" nails PRE-ENGINEERED TRUSSES Q)� Ln OD 13 0 ( 24" o.c.) supporting Max. 6 SLOPE at 24"o.c. TYPICAL "" U U 1810lbs, uplift ( shop drawings by manufacturer ) oD OD 0 Verify all stucco banding and r r U < Verify all stucco banding and trim per elevations OD aD Cd # trim per elevations UO Stucco return Stucco return Galy-Alum Metal drip on 5/8" dr wall w/ smooth finish 1 U ^^ Attach window to block wall with I" x 4" Drip on _ y to (y(y Attach door " block wall with 1/4" dia. x 3" to cons with min. r r73 07 I/4" dia. x 3" tap-cons with min. penetration at 12" o.c, max 1 x 8 Fascia on L U 1 1/2" penetration at 12" o.c. max and 6" o.c. max from each corner thru 2 x 6 Sub-Fascia B 1 Q) and 6" o.c, max from each corner thru I" x 4" PT Buck p Contractor t0 provide I" x 8" PT Buck 24 t! m Exterior See window schedule and proper foundation chairs --(,:: Exterior See door schedule and floor plan for size and locations for proper steel installation U— pj X F floor plan for size and locations install window per product approval by mfg Filled Cell Masonr Column Ith ne L (Q E LL install door per product approval by mfg C: < I..L 1 • 45 From Footing To Beam. 1/2" drywall over I" x furrin W +' Drywall return Conc. Fill TO Be 3000 PSI 5/8" thick stucco on 3/8" hi-rib lath strips at 16" o.c, with R-4. fyfoil c`�a Drywall return attached to horizontal and vertical wood insulation on t ical 8" Block walls interior See Floor Plan For Location framing with nails or staples to provide yp = Interior no less than I-3/4" penetration into All drywall is per FBC 102.3.1 and O L See typical wall sections for interior drywSeeallyfinish cal wall sections for interior penetration p g dr wall finish notes horizontal wood framing and 3/4" shall meet all pertaining ASTM codes. r�1 y into vertical wood framing members Mortar to be Type "M" onl4 m J1J verif filled cell count per verify filled cell count per t.: Provide Dur-O-Rock at all wet floor plansat window jmbs floor plans at window jambs areas (ex, showers, tubs etc...) .. .: .. 5/8 thick light textured N Exterior Door Jamb Detail Window Jamb Detail stucco on typical concrete block construction Fill cell with concrete and NTS NTS (1) 45 bar vert. (typical). S I n l e Filled l l e d Cell l l Column Max. spacing shall not exceed 9 32" unless otherwise noted FITS #5 bar yert. w/ see foundation plan notes for Seal ALL concrete block jambs prior p 30" overlap spacing at openings J Lintel - see plans for at each filled cell per FBC R 1 0 3.8 using i n a n size and steel req. to buck p g � -4"" concrete slab with fibermesh OR 3 O ii min . approved sealant Baseboard CxC 410/10 WWM on 6 mil Visqueen over I" Block recess aseoard for clean compacted termite treated fill Sheet Filled Cell Masonry Column With One waterproofing at VERIFY ALL SILL MATERIALAttachm,ndomtoaackmallwth #5 From Footing To Beam Each, slab (Optional) I/," aa. x 3' tap-cone wth min. C o n c. Fill T O B e 3000 PSICornerI Lap I V2' penetration at IZ" o.c. max _ Steel lit {�,J WITH OWNER PRIOR TO ORDERING Drywall return and V ox. max from each corner thru I" x4' PT Buck See Floor Plan For Location Grade VERIFY ,�L L ROUGH OPENING sill - verif final stucco return — = rI t S O F �' material owner p size Comm # SIZES WITH THEIR RESPECTIVE to origpri ;:;•; :: :: '• _ MANUFACTURER PRIOR TO \\ See window schedule and ;,;., ; ,(� floor plan for size and locations IIII III 2 O — 2 I I ILI INSTALLING MASONRY —IIII IIII_ IIII 11 Stucco finish over sill slope for drainage —16 ��O.O.ODO�o Pour concrete sill U . �0 F°F4# over tif, cap -Double Filled Cell Column Q o Section Window Head � Sill NTS T Y P I C /4 L SECTION o ° a���,� o Digitally signed by o 0 0® �®�� NTS SCALE 1/2 = I —O o ° ° Daniel R. Braden AR9770 °oQ 0 Date: 2021 .01 .12 °° � o.Cho° o ° 00000 °°�� �00 14:43:01 -05'00' poo�G °p�3 000