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HomeMy WebLinkAbout1503 E 2 St 10-1039 PlansCODES AND STANDARDS STRUCTURAL DESIGN BASED ON THE 2007 FLORIDA BUILDING CODE AND THE 2009 SUPPLEMENT (FBC) MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES ASCE 7 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 318 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ACI 530 AISC SPECIFICATION FOR STRUCTURAL STEEL DESIGN NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION AF&PA WOOD FRAME CONSTRUCTION MANUAL GENERAL DO NOT SCALE DRAWINGS, USE GIVEN DIMENSIONS ONLY. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE DIMENSIONS AT ALL TIMES. ANY DESCREPENCIES SHOULD BE BROUGHT TO THE DESIGNER IMMEDIATELY. ALL DIMENSIONS MUST BE VERIFIED BY rHE CONTRACTOR IN THE FIELD. rHE DIMENSIONS SHOWN ARE AS ACCURATE AS THE BASE BUILDING DOCUMENTS PERMIT. ANY MAJOR DISCREPENCIES MUST BE BROUGHT TO THE ATTENTION OF THE DESIGNER IMMEDIATELY. THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION. CONSTRUCTION SITE SAFETY, INCLUDING ALL ADEQUATE TEMPORARY BRACING AND SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. IT IS THE CONTRACTORS RESPONSIBILI TY TO EMPLOY THE NECESSARRY PROFESSIONAL SEVICES TO DETERMINE THE NECESSARY MEHTODS AND SUPPORTS REGARDING FORMING AND CONSTRUCTION LOADS. THE CONTRACTOR SHALL COORDINATE THE STRUCTURALL WORK WITH THE WORK OF ALL OTHER TRADES. ALL WORK SHALL BE OF rHE HIGHEST QUALITY FOLLOWING THE MANUFACTURER'S SPECIFICATIONS ALONG wi FIT THE BEST TRADE PRACTICES AND STANDARDS. ALL WORK AND MATERIALS SHALL BE GUARANTEED AGAINST POOR WORKMANSHIP AND DEFECTS. DRAWINGS ARE TO BE ISSUED TO THE SUBCON TRACTORS IN COMPLETE SETS SO THAT THEY KNOW THE ARCHITECTURAL DETAILS AFFECTING THEIR WORK. THE CONTRACTOR IS RESPONSIBLE FOR ALL SPECIALTY TRADES. ANY AND ALL TRADES NOT MENTIONED IN THESE DRAWINGS ARE THE RESPONSIBILITY OF THE CONTRACTOR. ALL WORK SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING CODE OR THESE DRAWINGS - WHICHEVER IS MORE STRINGEN r. ALL WINDOW AND DOOR OPENING SIZES ARE NOMINAL. VERIFY MANUFACTURER'S ACTUAL OPENING REQUIREMENTS. DESIGN LIVE LOADS FLOOR 40 PSF ATTIC 20 PSF ROOF 20 PSF BALCONY 60 PSF DEAD LOADS: SPECIFIED MATERIAL WEIGHTS UTILIZED - REFERENCE DRAWINGS FOR SPECIFIED SUPERIMPOSED DEAD LOADS FOR SPECIALTY STRUCTRUAL SYSTEMS. WIND LOADS: REFERENCE WIND DESIGN INFORMATION WITHIN THESE PLANS. WOOD ALL FRAMING To COMPLY WITH THE FBC (CURRENT EDITION) UNLESS THESE PLANS NOTE OTHERWISE ALL METAL CONNECTION HARDWARE BY SIMPSON UNLESS PRE -APPROVED BY THE ENGINEER WOOD IN CONTACT WITH EARTH, MASONRY, AND CONCRETE SHALL BE PRESSURE TREATED IN ACCORDANCE WITH Ai rC-109 UNLESS A WATER BARRIER IS PROVIDED. WATER BARRIER SHALL BE IN ACCORDANCE WITH THE FBC OR AT A MINIMUM 30LB FELT. COVER WOOD PRODUCTS TO PROTECT AGAINST MOISTURE. SUPPORT STACKED PRODUCTS TO PREVEN r DEFORMATION AND TO ALLOW AIR CIRCULATION. CONCEALED DIMENSIONAL LUMBER: 1) GRADING AGENCY: SOUTHERN PINE INSPECTION BUREAU, INC. (SPIB). 2) SIZES: NOMINAL SIZES AS INDICATED ON DRAWINGS, S4S. 3) MOISTURE CONTENT: S -DRY OR MC19. 4) MISCELLANEOUS BLOCKING, FURRING, AND NAILERS AS FOLLOWS - LUMBER: S4S NO. 2 OR STANDARD GRADE - BOARDS: STANDARD OR NO. 3. EXPOSED DIMENSIONAL LUMBER: 1) GRADING AGENCY: SOUTHERN PINE INSPECTION BUREAU, INC. (SPIE). 2) SIZES: NOMINAL SIZES AS INDICATED ON DRAWINGS, 343. 3) MOISTURE CONTENT: S -DRY OR MC19. CONS rRUCrION PANELS: 1) CONCEALED PLYWOOD: PS 1, C -C PLUGGED, EXrERIOR GRADE. 2) EXPOSED ALTERATION - LEVEL 1 (SECTION 303) LEVEL 1 ALTERATIONS INCLUDE THE REMOVAL AND REPLACEMENT OR THE COVERING OF EXISTING MATERIALS, ELEMENTS, EQUIPMENT, OR FIXTURES USING NEW MATERIALS, ELEMENTS, EQUIPMENT, OR FIXTURES THAT SERVE THE SAME PURPOSE. LEVEL 1 ALTERATIONS SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 5. WHERE ROOFING MATERIALS ARE REMOVED FROM MORE THAN 50 PERCENT OF THE ROOF DIAPHRAGM OF A BUILDING OR SECTION OF A BUILDING WHERE THE ROOF DIAPHRAGM IS A PART OF THE MAIN WINDFORCE-RESISTING SYSTEM THE INTEGRITY OF THE ROOF DIAPHRAGM SHALL BE EVALUATED AND IF FOUND DEFICIENT BECAUSE OF INSUFFICIENT OR DETERIORATED CONNECTIONS, SUCH CONNECTIONS SHALL BE PROVIDED OR REPLACED. REROOFING SHALL NOT BE REQUIRED TO MEET THE MINIMUM DESIGN SLOPE REQUIREMENT OF'/,:121N SECTION 1507 OF THE FLORIDA BUILDING CODE, BUILDING FOR ROOFS THAT PROVIDE POSITIVE ROOF DRAINAGE. THE REPLACEMENT OF GARAGE DOORS, EXTERIOR DOORS, SKYLIGHT, OPERATIVE AND INOPERATIVE WINDOWS SHALL BE DESIGNED AND CONSTRUCTED TO COMPLY WI rH CHAPTER 16 OF THE FLORIDA BUILDING CODE, BUILDING. EXISTING ELECTRICAL WIRING AND EQUIPMENT UNDERGOING REPAIR SHALL BE PERMITTED TO BE REPAIRED OR REPLACED WITH LIKE MATERIAL. FOR REPLACEMENT OF NONGROUNDING-TYPE RECEPTACLES WITH GROUNDING -TYPE RECEPTACLES AND FOR BRANCH CIRCUITS THAT DO NOT HAVE AN EQUIPMENT GROUNDING CONDUCTOR IN THE BRANCH CIRCUITRY, THE GROUNDING CONDUCTOR OF A GROUNDING -TYPE RECEPTACLE OUTLET SHALL BE PERMITTED TO BE GROUNDED TO ANY ACCESSIBLE POINT ON THE GROUNDING ELECTRODE SYSTEM OR TO ANY ACCESSIBLE POINT ON THE GROUNDING ELECTRODE CONDUCTOR, IN ACCORDANCE WITH ARTICLE 250-130,(C) OF CHAPTER 27 OF THE FLORIDA BUILDING CODE, BUILDING. SYMBOL DEFINITIONS (—III—III—III—III III—III-91I—III—III FILL TSEE GENERAL H - CLEAN INOTES RETARDANTTREATED. FOR REQUIREMENTS. FASTENERS: HOT -DIPPED GALVANIZED STEEL FOR HIGH HUMIDITY AND TREATED WOOD LOCATIONS, FOR REQUIREMENTS. STEEL - SEE GENERAL NOTES STUCCO - SEE GENERAL NOTES FOR FOR REQUIREMENTS AND REQUIREMENTS - STUCCO FINISH CORROSION PROTECTION. PLYWOOD: PS 1, A -D, INTERIOR GRADE. 3) ELECTRICAL COMPONEN r MOUNTING: APA RATED SHEATHING, FIRE WOOD BEARING RETARDANTTREATED. WALL -SEE DETAILS FASTENERS: HOT -DIPPED GALVANIZED STEEL FOR HIGH HUMIDITY AND TREATED WOOD LOCATIONS, FOR REQUIREMENTS. UNFINISHED STEEL ELSEWHERE U.N.O. STUCCO - SEE GENERAL NOTES FOR WOOD CONNECTORS REQUIREMENTS - STUCCO FINISH " TO MATCH EXISTING OR CHOSEN BY ALL NAILS SHALL BE COMMON UNLESS OTHERWISE No IN THE MANUFACTURER'S CATALOG OR OWNER. SUBSTITUTED, BY THE ENGINEER OF RECORD, WITH A REDUCTION TAKEN. CONCRETE -SEE °° . '. •, GENERAL NOTES FOR FRACTURES AT THE BEND LINE. FRACTURED STEEL WILL NOT CARRY LOAD AND MUST BE REPLACED. WHEN REQUIREMENTS. BENDING IS ALLOWED OR REQUIRED IN THE CATALOG, THE CONNECTOR SHALL BE ALLOWED ONE CYCLE CONCRETE MASONRY UNIT BEND, ONE TIME ONLY. 4 LAP. ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD OR EXPOSED TO WEATHER SHALL BE HOT EXISTING SHINGLE ROOF DIPPED GALVANIZED WITH MINIMUM G180 PROTECTION. ALL NAILS, SCREWS, BOLTS, ETC REQUIRED FOR rHE WALL CONSTRUCTION - CONNECTOR SHALL HAVE AN EQUAL OR GREATER PROTECTION AS THE CONNECTOR. DO NOT MIX EXISTING ROOF DECKING GALVANIZED AND STAINLESS STEEL MATERIALS. A FASTENER THAT SPLITS THE WOOD WILL NOT TAKE THE DESIGN LOAD. EVALUATE SPLITS TO DE'f ERMINE IF SEE GENERAL NOTES FOR THE CONNECTION WILL PERFORM AS REQUIRED. DRY WOOD MAY SPLIT MORE EASILY AND SHOULD BE 12 EVALUATED AS REQUIRED. IF WOOD TENDS TO SPLIT, CONSIDER PRE -BORING HOLES WITH DIAMETERS NOT MATCH EXTISTING EXCEEDING 0.75 OF THE NAIL DIAMETER (1997 NDS 12.1.3.1). REQUIREMENTS AND BUILT-UP LUMBER (MULTIPLE MEMBERS) MUST BE FAS TENED TOGETHER TO ACT AS ONE UNIT TO RESIST THE DRIP EDGE APPLIED LOAD. - YZ GROUT SPECIFICATIONS. PLYWOOD: PS 1, A -D, INTERIOR GRADE. 3) ELECTRICAL COMPONEN r MOUNTING: APA RATED SHEATHING, FIRE iP PLATE }{ DOUBLE TOP RETARDANTTREATED. FASTENERS: HOT -DIPPED GALVANIZED STEEL FOR HIGH HUMIDITY AND TREATED WOOD LOCATIONS, }" PLYWOOD SHEATHING UNFINISHED STEEL ELSEWHERE U.N.O. 7 WOOD CONNECTORS L W> m2 UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S CATALOG, BOLTS AND NAILS SHALL NOr BE COMBINED. ATTACHED W/8d @ 6" O.C. ALL NAILS SHALL BE COMMON UNLESS OTHERWISE No IN THE MANUFACTURER'S CATALOG OR SUBSTITUTED, BY THE ENGINEER OF RECORD, WITH A REDUCTION TAKEN. C UNLESS OTHERWISE NO IN THE MANUFAC rURER'S CATALOG, BENDING STEEL IN THE FIELD MAY CAUSE W/ MIN. 30 # FELT W/ MIN. FRACTURES AT THE BEND LINE. FRACTURED STEEL WILL NOT CARRY LOAD AND MUST BE REPLACED. WHEN LL-viJ BENDING IS ALLOWED OR REQUIRED IN THE CATALOG, THE CONNECTOR SHALL BE ALLOWED ONE CYCLE LL BEND, ONE TIME ONLY. 4 LAP. ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD OR EXPOSED TO WEATHER SHALL BE HOT EXISTING SHINGLE ROOF DIPPED GALVANIZED WITH MINIMUM G180 PROTECTION. ALL NAILS, SCREWS, BOLTS, ETC REQUIRED FOR rHE CONNECTOR SHALL HAVE AN EQUAL OR GREATER PROTECTION AS THE CONNECTOR. DO NOT MIX EXISTING ROOF DECKING GALVANIZED AND STAINLESS STEEL MATERIALS. A FASTENER THAT SPLITS THE WOOD WILL NOT TAKE THE DESIGN LOAD. EVALUATE SPLITS TO DE'f ERMINE IF EXISTING ROOF THE CONNECTION WILL PERFORM AS REQUIRED. DRY WOOD MAY SPLIT MORE EASILY AND SHOULD BE 12 EVALUATED AS REQUIRED. IF WOOD TENDS TO SPLIT, CONSIDER PRE -BORING HOLES WITH DIAMETERS NOT MATCH EXTISTING EXCEEDING 0.75 OF THE NAIL DIAMETER (1997 NDS 12.1.3.1). EXISTING FRAMING BUILT-UP LUMBER (MULTIPLE MEMBERS) MUST BE FAS TENED TOGETHER TO ACT AS ONE UNIT TO RESIST THE DRIP EDGE APPLIED LOAD. - YZ UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S CATALOG, FILL ALL FASTENER HOLES WITH FASTENER MATCH EXISTING - -� TYPES AS SPECIFIED IN THE MANUFACTURER'S CATALOG. CLOSET. ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE MANUFACTURER'S - l --- EVERY BATHROOM DOOR SHALL BE DESIGNED TO ALLOW OPENING FROM THE OUTSIDE DURING AN CATALOG. ------- - ------------------------- ---- --------------------- BOLT HOLES SHALL BE A MINIMUM OF 1/32" AND A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER (NDS - --------------------------------------- --------------------- 8.1.2.1) INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION. — AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS NAIL TOOLS WITH HOLE -LOCATION MECHANISMS MAY BE USED TO INSTALL CONNECTORS, PROVIDED THE EXISTING SOFFIT VENTED SOFFIT MATCH EXISTING CORRECT QUANTITY AND TYPE OF NAILS ARE PROPERLY INSTALLED IN THE NAIL HOLES. JOIST SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT, AND THE GAP BETWEEN THE JOIST END AND THE EXISTING HEADER SHALL NOT EXCEED 1/8". FASCIA BOARD ANCHORED THROUGH THE JAMB INTO THE STRUCTURAL SUBSTRATE. PASSAGE DOORS INSULATION ALL INTERIOR DOORS SHALL BE UNDERCUT VV FOR AIR CONDITIONER RETURN AIR. RNEr \ HINGES WITH HINGE PINS EXPOSED TO THE OUTSIDE OF ALL EXTERIOR DOORS SHALL HAVE SM SYYSTESTE NON-REMOVEABLE PINS. SWINGING DOORS, WHERE OF SOLID CORE TYPE CONSTRUCTION, SHALL BE NOT LESS THAN 1.75 INCHES IN CONCRETE MASONRY WALLS R-3 BLOWN CELLULOSE OR R-4.5 ALUMINUM MUL"TI SHEETS FOIL THICKNESS. iP PLATE }{ DOUBLE TOP ■ - SIMPSON }" PLYWOOD SHEATHING EXTERIOR EXIT DOORS, IF OPERABLE FROM THE EXTERIOR, SHALL HAVE AT LEAST ONE LOCK THAT IS KEY 7 yt « 3 « N c C' L W> m2 SIMPSON LSTAiB ATTACHED W/8d @ 6" O.C. OPERATED FROM THE EXTERIOR. AS SHOWN C 2X STUDS @ 16" O.C. }"x3" TAPCONS @ 12" O.C. W/ MIN. 30 # FELT W/ MIN. LOCKS ON EXTERIOR DOORS SHALL HAVE A MINIMUM OF 6,000 POSSIBLE KEY CHANGES OR LOCKING LL-viJ P 2 L LL Y m o -m 4 LAP. COMBINATIONS. WHERE A KEY -IN -THE -KNOB LATCH -SET IS SPECIFIED THERE SHALL BE AN AUXILARY DEAD BOLT TYPE LOCK PROVIDED. NEW BRICK VENEER PILASTER BRICKVENEER DEAD BOLTS SHALL BE HARDENED OR CONTAIN INSERTS. FRONT MAIN ENTRANCE DOOR SHALL BE PROVIDED WITH A DOOR SCOPE OF VISION PANEL. YZ MATCH EXISTING MATCH EXISTING EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. EVERY BATHROOM DOOR SHALL BE DESIGNED TO ALLOW OPENING FROM THE OUTSIDE DURING AN EMERGENCY WHEN LOCKED. ALL EXTERIOR GLASS DOORS TQ BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/1S2 STANDARD ADJUSTABLE AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS WIRE TIE SPACED @ AND APPROVED PRODUCT TESTING ENTITY. 12" O.C. E.W. EXTERIOR DOORS INSTALLED IN MASONRY WALLS WERE BUCK THICKNESS IS LESS THAN 1-1/2' SHALL BE ANCHORED THROUGH THE JAMB INTO THE STRUCTURAL SUBSTRATE. INSULATION RNEr \ SM SYYSTESTE UNLESS OTHERWISE NOTED - ALL THERMAL INSULATION SHALL BE AS FOLLOWS: CONCRETE MASONRY WALLS R-3 BLOWN CELLULOSE OR R-4.5 ALUMINUM MUL"TI SHEETS FOIL FRAMED WALLS R-11 FIBERGLASS BATT wEEPHOLEs @ 16"O.C. wEEPHOLES @ 16O.C. IO.C.INTERIOR CEILINGS R-19 FIBERGLASS BATT OR BLOWN FLASHING CEILINGS UNDER ATTIC R-30 FIBERGLASS BATT OR BLOWN EXISTING SLAB FLASHING ASCE-7 WIND DESIGN INFORMATION FOR LOW RISE BUILDINGS BASIC WIND SPEED = 120 MPH BUILDING CATEGORY - II IMPORTANCE FACTOR = 1.0 EXPOSURE CATEGORY = B WIND DIRECTIONAL FACTOR (Kd) = 1.0 INTERNAL PRESSURE COEFFICIENT = +/- 0.18 (ENCLOSED BUILDING) MEAN ROOF HEIGHT = < 30 FEET LEAST HORIZONTAL DIMENSION = 55 FEET END ZONE WIDTH ("A") = 5.5 FT END ZONE WIDTH ("B") = 11.0 FT ALL WIND PRESSURES SHOWN ACT NORMAL TO THE SURFACE SPECIFIED. 4. 11- R30 BLOWN INSULATION ELEV. 8'-0" TOP OF WALL MATCH EXTISTING -----" GYPSUM WALLBOARD CEILING PAINTED TRUSS TO T/PLATE CONNECTION SIMPSON H10 STUDS TO TOP PLATE CONNECTION @ ALLSTUDS SIMPSON SP 2 R19 INSULTION }" GYPSUM WALL BOARD 2.4 @ 16" D.C. STUDS TO B/ PLATE CONNECTION @ ALLSTUDS SIMPSON SP 1 2x4 PT BASE PLATE WOOD BASEBOARD (MATCH EXISTING) FINISH FLOORING EXISTING SLAB & FOUNDATION ° 28 REPAIR SECTION- SCALE: ECTIONSCALE: 3/4" = 1'-0" ./� OVERALL PLAN SCALE: 1/8" = 1'-0„ MIN. DOUBLE 2x8 HEADER OVER DOOR OPENING. (DOUBLE JACKS EA. Sibs SIDE LIGHTS MATCH EXISTING REPAIR PLAN SCALE 3/8" = 1'-0" REPLACE BRICK --1 REPLACE DOOR mm EX. CONCRETE FOUNDATION BRICK TO REMAIN REPLACE DAMAGED WALL F 1A WALL REPAIR ELEVATION 1. 1 SCALE: 1/4"= i'-0" I NOTE: THE DESIGNER - TO THE BEST OF HIS OR HER ABILITY - HAS PROVIDED INFORMATION WITHIN THESE DRAWINGS THAT REPRESENTS EXISTING CONDITIONS. ANY DESCREPENCIES BETWEEN ACTUAL FIELD CONDITIONS AND THESE DRAWINGS SHOULD BE BROUGHT TO THE DESIGNERS ATTENTION IMMEDIATELY. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING FIELD CONDITIONS SUCH AS (BUT NOT LIMITED TO) DIMENSIONS, ELEVATIONS, WINDOW AND DOOR SIZES, EXTERIOR AND INTERIOR FINISHES, TRUSS LAYOUT, ROOF SLOPE AND OVERHANG, ELECTRICAL AND HVAC REQUIREMEN rS. THE REPAIRS OUTLINED WITHIN THESE DRAWINGS SHALL CONFORM TO THE FLORIDA BUILDING CODE -EXISTING BUILDINGS -ALTERATION LEVEL 1. ALL REPAIR MATERIALS AND COMPONENTS SHALL MATCH ALL EXISTING FINISHES AND MEET THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE - THE MORE STRINGENT SHALL APPLY. ROOF TRUSSES - SEE ROOF PLAN FOR CONNECTION SIMPSON SP4 EA. SIDE SP1 -TYPICAL I I SIMPSON SPH4 2XIPIT BOTTOM PrE EA. SIDE 4 4. CONCRETE FOUNDATION .4 _.. - ...L 5/8" J -BOLTS w/ 3" SQUARE WASFIERS AT 2'-0" O.C. AND EACH SIDE OF OPENINGS - MIN. 7" EMBEDMENT - GALVANIZED SIMPSON 5P1 - FL# 10456.41 OPTION - 5/8" SIMPSON WEDGE -ALL ANCHORS w/ 3" SQUARE SIMPSON SP2 - FL# 10456.42 WASHERS - GALVANIZED SIMPSON SP4 - F0 10456.43 SIMPSON SPH4 - FL# 10456.46 SMPSON LSTA18 - FL# 10852.4 '� -34.3 _ WOOD BEARING WALL DETAIL 25" 6 SCALE: 1/2" = V-0" Wind Pressure W N U) J 19LL- ® p U LL - W W Q le 19 U) W WQ�- 'z cn ttloww N co O Ln COPYRIGHT © 2010 These drawings are for the exclusive use of Florida Engineering Solutions, Inc. and therefore, are not to be duplicated or reproduced in any manner without the expressed written consent of Florida Engineering Solutions, Inc. E ru iP PLATE }{ DOUBLE TOP ■ - SIMPSON SP2- TYPICAL N f•- N 7 yt « 3 « N c C' L W> m2 SIMPSON LSTAiB ° AS SHOWN C 2X STUDS @ 16" O.C. }"x3" TAPCONS @ 12" O.C. SP1 -TYPICAL I I SIMPSON SPH4 2XIPIT BOTTOM PrE EA. SIDE 4 4. CONCRETE FOUNDATION .4 _.. - ...L 5/8" J -BOLTS w/ 3" SQUARE WASFIERS AT 2'-0" O.C. AND EACH SIDE OF OPENINGS - MIN. 7" EMBEDMENT - GALVANIZED SIMPSON 5P1 - FL# 10456.41 OPTION - 5/8" SIMPSON WEDGE -ALL ANCHORS w/ 3" SQUARE SIMPSON SP2 - FL# 10456.42 WASHERS - GALVANIZED SIMPSON SP4 - F0 10456.43 SIMPSON SPH4 - FL# 10456.46 SMPSON LSTA18 - FL# 10852.4 '� -34.3 _ WOOD BEARING WALL DETAIL 25" 6 SCALE: 1/2" = V-0" Wind Pressure W N U) J 19LL- ® p U LL - W W Q le 19 U) W WQ�- 'z cn ttloww N co O Ln COPYRIGHT © 2010 These drawings are for the exclusive use of Florida Engineering Solutions, Inc. and therefore, are not to be duplicated or reproduced in any manner without the expressed written consent of Florida Engineering Solutions, Inc. E ru ■ V 0 0 ` CN N f•- N 7 yt « 3 « N c C' L W> m2 °c E ° EogDa C 0 U 4 � x= N �)� LL-viJ P 2 L LL Y m o -m o m REVISIONS Al ,2 A Project Number: 10-2'335-018 Check By: J.H. Date: 02/25/ 10 Drawn By: J.A. Date: 02/24/10 DRAWING NUMBER ■ Limits of Use Florida Engineer or Architect Name who Gordon Thomas developed the Evaluation Report Approved for use in FIVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Flo Design Pressure: +30/-30 Other: Configurations of glass comply with ASTM/1 Reports RO AE Pella Evaluatic Evaluation Reports FL11911 RO AE Pella Evaluatie signed. df Created by IndependentThird F Created by Independent Third F 11911.8 Pella Inswing Steel Entry Door Clad Frarne, Single Door, Non GI Installation Instructions Florida License PE -46716 Quality Assurance Entity Intertek Testing Services NA Inc FL11911 RO II 40802682-sigr E1300-04. LEvaluation y IndependentThird F E1300-04. Pella Inswing Steel Entry Door standard and low -profile sill• Limits of Use Installation Instructions A k Bels Horne I Loam ( User Registration ! Hot ropics I Subrnh Surcharge ! Stats&Facts I Publications ! FBe staff I " Product Approval Pro Public A A.ppl tion skation List y App katiList � Application Detail enu % Product -A ca Pduct Aop,o at Mro ro FL # FL11911 ,application T' e h•levv IP Code Version 2007 Quality Assurance Contract Expiration Date 12/31/2009 Validated B' James L. Buckner, P.E. at CBUCK, Inc. By Y. Validation Checklist - Hardcopy Receiv Certificate ofIndependence FL11911 RO COI Pella PE COI 1-09 - sigl Referenced Standard and Year (of Standard) Standard ASTASTM E330 ASTM Equivalence of Product Standards Cerdfied By Verified By: Gordon Thomas Flc Created by IndependentThird F Evaluation Reports FL11911 RO AE Pella Evaluatic Clad Frame, Single Door, Full Lit standard and low -profile sill. Installation Instructions FL11911 RO II 40602582-sigr Verified By: Gordon Thornas Flc Created by Independent Third F Evaluation Reports FL11911 RO AE Pella Evaluatie sicned. df ted by Inde p - reay prender It Third F Clad Frame, Single Door, Full Lit standard and low -profile sill. Installation Instructions F1_11911 RO If 400027R2-sigr 11911.16 Approved for use in HVHZ: Flo Approved for use outside HVHZ: 'Yes Impact Resistant: Flo Design Pressure: +50/-50 Other: FL11911_RO11 408027R2-sigr 11911.3 Pella Inswing Steel Entry Door Verified By: Gordon Thomas Flo Created by IndependentThird F Evaluation Reports FL11911 RO AE Pella Evali_radc of Use Approved for use in HVHZ: Flo Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-40 Other: Configurations of glass comply with ASTM E1300-04. si _rled, df Created by independent Third F 11911.9 I Pella Inswing Steel Entry Door Clad Frarne, Double Door, Non C standard and Iovi-profile sill, Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Flo Design Pressure: +25/-25 Other: Installation Instructions FL11911 RO II 40802582 -slat - 11911.4 Pella Inswing Steel Entry Door Verified By: Gordon Thomas Flc Created by IndependentThird F Evaluation Reports FL11911 RO AE Pella Evall_ladc Limits of Use Approved for use in FIVHZ: No Application Status Approved Created by Independet it Third F Approved for use outside HVHZ: Yes Verified By: Gordon Thomas Flc Wood Frarne, Sinrlle Door, Non C standard and low -profile sill. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes si -ned. df Comments Archived , , Sections from the Cade i Impact Resistant: No Design Pressure: +35/-35 other: Configurations of glass comply with ASTM E1300-04. Created by Independent -Third F Evaluation Reports FL11911 RO AE Pella Evaluatir. si _ned. df Created by IndependentThird F 11911.10 Pella Inswing Steel Entry Door Clad Frarne, Double Door, Non C standard and low -profile sill. Limits of Use Installation Instructions Product Manufacturer Pella Corporation I Created by independent -Third F Address/Phone/Ernail 102 Main St. Pella, [A 50219 (641) 621-6096 pellaproduct,approval@pella.corn Product Approval I'/lethod Method 1 Option D Clad Frarne, Double Door, Full Li standard and low -profile sill Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-25 FL11911 RO II 408027R2-siar 11911.5 Pella Inswing Steel Entry Door Verified By: Gordon Thornas Flc Created by independent Third F Evaluation Reports Limits of Use A_Ithorized Signature Joseph Hayden jahayden@pelta.corn Technical Representative Joseph Hayden Address/Phone/Ernail 102 Main Street Pella, [A 50219Approved (641) 621-6096 jahayden@pella.corr' Date Submitted 12/23/2008 Date Validated 02/27/2009 Date Pending FBC Approval 03/11/2009 Date Approved 04/07/2009 Summary of Products Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +20/-20 Other: Configurations of glass comply with ASTM E1300-04. FL11911 RO II 40802582-siar Verified By: Gordon Thomas FIC Created by independent Third F Evaluation Reports FL11911 RO AE Pella Evaluatie sl ned• ci Created by independent Third F Clad Frarne, Double Door, Full Li standard and low -profile sill Installation Instructions Other: FL11911 RO AE Pella Eva11_radc signed•pdf r_reated by IndependentThird F 11911.11 Pella Inswing Steel Entry Door Wood Frarne, Single Door, Full L height, both standard and love -p Limits of Use for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Flo P Design Pressure: +45/-45 Installation Instructions FL11911_RO_II_408024R2:q r 11911.6 Pella Inswing Steel Entry Door Verified By: Gordon Thomas Flc Created by IndependentThird F y Evaluation Reports FL # Model, Number or Name Description Limits of Use 11911,1 Pella Inswing Steel Entry Door Clad Frame, Single Door, Full Lit height, both standard and low -p Quality Assurance Representative all Zargharni Approved for use in HVHZ: No Approved for use outside III VFIZ: Yes FL11911 RO II 408027R2-sigr Verified By: Gordon Thom as Ac Other: Configuratlons of glass comply vdth ASTM E1300-04. FL11911 RO AE Pella Evaluatir sicned.p -if Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Flo Design Pressure: +55/-55 Other: Configurations of glass comply with AST[A E1300-04. Installation Instructions FL11911 RO II 408025R2-sigr Verified By: Gordon Thomas Flo Created by independent Third F Evaluation Reports FL11911 RO_AE_Pella Evaluatic sicined.odf Created by IndependentThird F Address/Phone/Email 102 Main St Pella, [A 50219 (641) 621-1000 zargharnia@pella.corn Category Exterior Doors Subcategory S+cringing Exterior Door Assemblies Impact Resistant: No Design Pressure: +20/-20 Other: Configurations of glass comply with ASTIR E1300-04• Created by IndependentThird F Evaluation Reports FL11911 RO AE Pella Evaluatie signod,pdf Created by independent Third F Clad Frarne, Single Door, Non GI standard and low -profile sill. Installation Instructions Created by Independent Third F 11911,12 Pella Irr3+ming ,steel Entry Door '•i'•/ood Frarne, Single Door, Full L height, both standard and low -p Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Flo Design Pressure: +30/-30 Installation Instructions FL11911 RO II 408026R2-siar 11911.7 Pella Inswing Steel Entr,' Door Verified By: Gordon Thomas Flc Created by Independent Third F Evaluation Reports Limits of Use 11911.2 Pella Inswing Steel Entry Door Clad Frarne, Single Door, Full Lit height, both standard and low -p Compliance Method Evaluation Report from Florida Registers Florida Prof?ssional Engineer Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL11911 P.O II 408025R2-sigr Verified By: Gordon Thomas FIC :Other,, , ��r onfigl_rratirns of glass comply +,with ASTM E1300-04. , FL11911 RO AE Pella Eraluatic sicined.pdf fvl Evall_lationReport- Hardcopy Receive, Impact Resistant: No Created by independent -Third F Created by independent Third F Limits of Use Installation Instructions 11911.13 Pella Inswing Steel Entry Door \Hood Frarne, Single Door, Full L standard and love -profile sill. Approved for use in HVFIZ: NO Approved for use outside HVHZ: Yes Impact Resistant: No FL11911 RO I[ 408027R2-sigr Verified By: Gordon Thomas Flo Created by I ndependent Third F Design Pressure: +60/-60 Other: Evaluation Reports FL11911_RO_AE_Pella Evaluatie si _ned• cif Limits of Use Installation Instructions Approved for use in FIVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Flo FL11911 P.0 II 408024R2-sigr Verified By: Gordon Thomas Flc Created by Independent Third F Design Pressure: +45/-45 Other: Configuratlons of glass cornply with ASTM E1300-04. Evaluation Reports FL11911 RO AE Pella Evaluatie signed. df Created by IndependentThird F 11911.14 Pella Inswing Steel Entry Door Wood Frarne, Single Door, Full L standard and low -profile sill, Limits of Use Installation Instructions Approved for use in HVHZ: Flo Approved for use outside HVHZ: Yes Impact Resistant: Flo Design Pressure: +35/-35 Other: Configurations of glass Comply with ASTM FL11911 RO II 40802682-sigr Verified By: Gordon Thorn as F1 Created by Independent Third F Evaluation Reports FL11911 RO AE Pella Evaluatic sin d. df Created by Independent Third F E1300-04. 11911.15 Pella Inswing Steel Entry Door Wood Frame, Double Door, Full I standard and low -profile sill. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +20/-20 Other: Configurations of glass comply with ASTM E1300-04, FL11911 RO II 40802482-siar Verified By: Gordon Thomas Flc Created by IndependentThird F Evaluation Reports FL11911 RO AE Pella Evaluatic signed. df Created by Independent Third F 11911.16 Pella Inswing Steel Entry Door Wood Frarne, Double Door, Full I standard and low -profile sill. Limits of Use Installation Instructions Approved for use in FIVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Flo Design Pressure: +20/-20 Other: Configurations of glass Comply with ASTM E1300-04. FL11911 RO II 408026R2-siar Verified By: Gordon -Thornas Flc Created by Independent Third F Evaluation Reports FL11911 RO AE Pella Evaluatie signed. df Created by Independent Third F 11911.17 Pella Inswing Steel Entry Door Wood Frarne, Single Door, Non C standard and low -profile sill, Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside FIVHZ: Yes Impact Resistant: No Design Pressure: +6O/-60 Other: FL11911 RO II 40802482-siar Verified By: Gordon Thomas Flo Created by IndependentThird F Evaluation Reports FL11911 RO AE Pella Evaluatie si ned• df Created by Independet it Third F 11911.18 Pella Instcring Steel Entry Door Wood Frarne, Sinrlle Door, Non C standard and low -profile sill. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL11911 RO II 408026R2-sigr Verified By: Gordon Thomas Fir Impact Resistant: Plo IndependentThird F Design Pressure; +50/-50 Other LCreatedy n Reports RO AE Pella EvaluaLC '-='FS,Gf{tLOD1TAL SECTION wEsv CrR I. OH 45040 ;'•r �r.S r, y ;,. y Independent"rhird F 11911.19 Pella Inswing Steel Entry Door Wood Frarne, Double Door, Non GO 6U TANTS:. both standard and lova-profile sit Limits of Use Installation Instructions Approved for use in HVHZ; No FL11911_RO 11 dO8U2AR2-sigr, Approved for use outside HVHZ; Yes Impact Resistant: No Vehfled By: Gordon Thomas Flc treated by independent Third F Design Pressure: +25/-25 Other: Evaluation Reports FL11911 R0 AE Pella Evaluatic sr ned. df Created by Independent"rhird F 11911.20Pella Inswing Steel Entry Door Wood Frame, Double Door, Non both standard and low -profile sit Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVTIZ: Yes Impact Resistant: No FL11911 RO lI 40802682-siar Verified By: Gordon Thomas FIC Created by Independent Third F Design Pressure: +25/-25 Evaluation Reports Other: FL11911 Re AE Pella Evaluabc si ned. df Created by independent Third F A 1pq q i CLAD FRAME 6-8 UNITS "/c sus. F„aQrl ,4h1 EXTERIOR ELEVATION M:msss �%c naso o i a rw :xc IIIANUFAt: 111111-11: PELLA ENTRY SYSTEMS DIVISION 7100 DIXIE HWY. PELLA '-='FS,Gf{tLOD1TAL SECTION wEsv CrR I. OH 45040 ;'•r �r.S r, y ;,. 513.314.3853 k GO 6U TANTS:. MANUFACTURER: ({�P `lyti7 ?oidon Thomas, P.E. PELLA ENTRY SYSTEMS DIVISION ,,3759 Blossom Ct. 7100 DIXIE Hc7VY. 0FAIRFIELD, OHIO 45014 Phone'. 513-314-3663 513-870-3600 NCUtlI CDWWG uLgH V2' (t1XJNCE ARWSS M t{1D AiW JN' HA RX HORIZONTAL. SECTION VIEW CLAD FRAME 6-8 UNITS EXI'ERIOR ELEVATION .I AN I O: Thomas, P.E. Blossom Ct. IIIANUFAt: 111111-11: PELLA ENTRY SYSTEMS DIVISION 7100 DIXIE HWY. PELLA I. OH 45040 FAIRFIELD, OHIO 45014 513.314.3853 513-870-3600',, W �y N V m z LL ® VIII® ❑ .sa LuWz 12 U) �W Z 0 �r N Ids � C7 LC) T_ a 0) z J r - J W zLL ll. 0 REVISIONS ZL 2 A Project Number: 10-2335-018 Check By: J.H. Dale: 02/25/10 Drawn By: J.A. Date: 02/24/10 DRAWING NUMBER