The URL can be used to link to this page

Home My WebLink AboutFLOOR PLANLIVING AREA 161 50 FT ROOF PLAN FLOOR FRAMING PLAN HELICAL PIER TIE DONN DETAIL HELIC PIER 1st Floor HEADER/BEAM SCHEDULE MARK Title INOTES 13-1 2 2X6SP OPdM CIJC IS U..11111M. M.I.G`T(.EI6V INCTGI I A I AO!]COMPA&AT! Al/llMFPAhAlM:nI MTlTHPTnP AV( nnP STRAPPING SCHEDULE MARK ENTACHM STRAP/HANGER MAX UPLIFT NOTES A-1 Pro'ect Overview TYF' TRU 5 H A 10 80 PER T P 00 LB TYP 5TU0 5P4 6 100 X 1.51, 440 LB ROOF SHEATHING FASTENING SCHEDULE W/ 3/4 PLYWOOD SPACING REQUIRED FOR 8 D GALV. RINGSHANK NAILS BUILDING I ZONE 1 ZONE 2 ZONE 3 A-1 IProiect Overview PARTIALLY ENCL05ED I 4' O.G. Q EOGE5 4" O.C.EDGES I 6" O.G. @ E0GE5 cc - FRONT ELEVATION REAR ELEVATION 4:12 PITCH 6" OVERHANG ON THE ROOF LEFT & RIGHT 51DE ELEVATION Ajuno Ae ni 19 G3NNVIS 1802 - a(74 ST. i"l"Clr COUNT Y PULL. SION R�VI4�ltDFORCON lgcVIE%I Bx DATE 4 / PLANS AND PERMIT MU T BE KEPT ON JOB Oil IN0 LNSPECTION WILL BE MADE. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PLANS AND ALL PROPOaED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 0 Qa v w F- OS d~ U �W U� WO ui } J M- f) W W � 5; LOU J Q W U ui ix co co W N O � N d� W m Z, N th w U O W � U ,V V r Uld lD -- tT x« > m� afa4d W Q z< a. S 65 n �N - q*ruC'c a a`t of } > w ui a ' O tD DATE: 4/6/2018 SCALE: (SCALE 1/2"=1'O") SHEET: A-1 ABBREVIATIONS: SITE WORK: A.B. ANCHOR BOLT MAS MASONRY 1. SOIL AFF ABOVE FINISHED FLOOR MATL MATERIAL A. ALL WORK SHALL CONFORM TO THE FINAL GEOTECHNICAL REPORT AND THE FINAL GRADING PLAN ADJ ADJACENT MAX MAXIMUM ACCEPTED BY THE AUTHORITY HAVING JURISDICTION. ARCH ARCHITECTURAL MECH MECHANICAL B. IF THE SOILS REPORT IS NOT AVAILABLE SOIL BEARING CAPACITY IS ASSUMED BE A MINIMUM OF 1,800 BLDG BUILDING MIN MINIMUM PSF. BM BEAM NTS NOT TO SCALE C. FOOTINGS SHALL BE PLACED ON UNDISTURBED SOIL OR COMPACTED FILL, FREE OR ORGANIC MATTER AND BOT BOTTOM OC ON CENTER COMPACTEDTO 95%OF THE MODIFIED PROCTOR, UNLESS OTHERWISE NOTED IN THE GEOTECHNICAL BRG BEARING OPT OPTIONAL REPORT. Cl CONTROL JOINT OSB ORIENTED STRAND BOARD 2. SOIL TREATMENT CL CENTERLINE PLY PLYWOOD A. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED CMU CONCRETE MASONRY UNIT PSI POUNDS PER SQUARE INCH PESTICIDES BAITING SYSTEMS, AND/OR PESTICIDES APPLIED TO WOOD OR OTHER APPROVED METHODS. COL COLUMN PSF POUNDS PER SQUARE FOOT B. A LICENSED PEST CONTROL COMPANY SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE BUILDING CONC CONCRETE PT PRESSURE TREATED DEPARTMENT AT COMPLETION OF TREATMENT. COND CONDITION REINF REINFORCEMENT CONT CONTINOUS REQD REQUIRED CONST CONSTRUCTION RO ROUGH OPENING WOOD FRAMING COMPONENTS: CLG CEILING SCH SCHEDULE LUMBER DBL DOUBLE SHTHG SHEATHING 1. MATERIALS DIA DIAMETER Sim SIMILAR A. ALL WOOD AND WOOD CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS AND CODES DR DOOR SYP SOUTHERN YELLOW PINE INDICATED IN THE DESIGN CRITERIA: DWG DRAWING SPF SPRUCE PINE FIR B. LUMBER SHALL BE IN ACCORDANCE WITH THE NATIONAL GRADING RULES AND SHALL BEAR GRADE STAMP EA EACH STL STEEL OF SPIB, OR OTHER ASSOCIATION RECOGNIZED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. EJ EXPANSION JOINT STR STRUCTURAL C. LUMBER 2 INCH OR LESS IN NOMINAL THICKNESS SHALL NOT EXCEED 19% IN MOISTURE CONTENT AT THE ELECT ELECTRICAL SGD SLIDING GLASS DOOR TIME OF INSTALLATION AND SHALL BE STAMPED "S-DRY", "K-D", OR "MC15". ALL LUMBER SHALL BE S45. FOR ENGINEER OF RECORD SQ SQUARE D. ALL ROOF FRAMING MEMBERS ABOVE THE CEILING LINE SHALL BE SOUTHERN PINE #2 GRADE OR BETTER. EQUIP EQUIPMENT TOB TOP OF BEARING E. INTERIOR BEARING AND EXTERIOR WOOD FRAMED WALL SHALL BE SPF #2, OR BETTER, UNLESS NOTED FF FINISH FLOOR TYP TYPICAL OTHERWISE ON DRAWINGS. FT FOOT/ FEET UNO UNLESS OTHERWISE NOTED F. INTERIOR NON -BEARING WALL MAY BE 2x's WOOD OR LIGHT GAUGE METAL STUDS AT 24" ON CENTER. GA GAUGE VERT VERTICAL 2. EXECUTION GC GENERAL CONTRACTOR W/ WITH A. WOOD FASTENING SHALL BE SPECIFIED IN THE DRAWINGS. GYP GYPSUM WIC WALK IN CLOSET B. FASTENING NOT SPECIFICALLY IDENTIFIED ON DRAWINGS SHALL COMPLY WITH THE REQUIREMENTS OF THE HGT HEIGHT WD WOOD BUILDING CODE. HORIZ HORIZONTAL WWF WELDED WIRE FABRIC C. INTERIOR BEARING AND EXTERIOR WOOD FRAMED WALLS SHALL BE NOMINAL 4 INCHES WIDE SPACED AT HB HOSE BIB W/o WITHOUT 16" ON CENTER MAXIMUM, UNLESS NOTED OTHERWISE ON THE DRAWINGS. INS INSULATION WDW WINDOW D. DOUBLE TOP PLATES OF FRAMED WALLS SHALL BE LAPPED 24 INCHES REFER TO RAFTER SPAN TABLE FOR KSI KIPS PER SQUARE INCH CONVENTIONAL FRAME AND OVER -BUILT FRAMING MEMBERS AND CONNECTIONS. E. INTER TABLE. F. RIDGE AND VALLEY MEMBERS SHALL HAVE A NOMINAL DEPTH OF 2 INCH LARGER THAN RAFTERS AND SHALL Sheet list BE TWO PLY FOR MEMBERS LONGER THAN 16'-0". G. HEADERS SHALL BE AS SPECIFIED IN HEADER SCHEDULE WITH STUDS AND STRAPPING SPECIFIED HEADERS Page No Sheet Name Sheet Number SHALL BE SOUTHERN PINE #2 OR BETTER, MINIMUM HEADER UNLESS NOTED OTHERWISE SHALL BE (2) 2x12. 2 General Notes and Section S-1 H. A BUILT UP OR SOLID SAWN COLUMN SHALL BE INSTALLED UNDER GIRDERS AND / OR BEAMS IN BEARING WALLS AS NOTED ON DRAWINGS. GENERAL NOTES: 1. DESIGN CODE A. TO THE BEST OF THE DESIGN PROFESSIONALS KNOWLEDGE, THESE DOCUMENTS HAVE BEEN PREPARED WITH AND ARE IN COMPLIANCE WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS 553 AND 633 OF THE FLORIDA STATUTES. THESE DOCUMENTS MEET OR EXCEED THE REQUIREMENTS OF: a. 2017 FLORIDA BUILDING CODE, SIXTH EDITION, BUILDING, FBC. b. 2017 FLORIDA BUILDING CODE, SIXTH EDITION, RESIDENTIAL, FBC-R. 2. DESIGN CRITERIA A. ALL WOOD FRAMING SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS LISTED IN THE FLORIDA BUILDING CODE OF THE FOLLOWING REFERENCED DOCUMENTS: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BY THE AMERICAN WOOD FOREST AND PAPER ASSOCIATION (AFPA) 2. TIMBER CONSTRUCTION MANUAL BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION 3. NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES (ANSI:TPI-1 BY TRUSS PLATE INSTITUTE (TPI)) 4. GUIDE TO WOOD PRACTICE FOR HANDLING INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES (BCSI 1: BY TPI AND WTCA) S. ROOF AND WALL SHEATHING SHALL BE IN ACCORDANCE WITH APA PSI-95 OR NER-108D. 6. AMERICAN WOOD PROTECTION ASSOCIATION STANDARDS. 3. DESIGN LOADS A. LOADS ON STRUCTURE: a. ROOF • DEAD LOAD 17 PSF (SHINGLE) • LIVE LOAD 20 PSF b. FLOOR • DEAD LOAD 10 PSF (DECKING) • LIVE LOAD 40 PSF 4. STRUCTURE SPECIFICATIONS A. BUILDING OCCUPANCY CATEGORY: 11 a. OWNER ELECTS A DESIGN ABOVE CODE MINIMUM CAT I TO CAT II. B. CONSTRUCTION TYPE: V-B C. OCCUPANCY CLASSIFICATION: R-3 D. WIND SPEED a. ULTIMATE (LRFD) = 160 MPH b. ALLOWABLE (ASD) = 124 MPH E. WIND EXPOSURE CATEGORY: C F. ENCLOSURE CLASSIFICATION: PARTIALLY ENCLOSED G. INTERNAL PRESSURE COEFFICIENT: +/-0.55 H. WIND-BORNE DEBRIS AREA: YES 1. REFER TO DRAWINGS FOR STRUCTURE HEIGHT AND AREA J. STRUCTURAL LOADS AND DESIGN PRESSURES LISTED IN THESE PLANS ARE SHOWN IN ALLOWABLE (ASD) UNLESS NOTED OTHERWISE. S. PROJECT REQUIREMENTS: A. THE CONTRACTOR AND SUB -CONTRACTORS SHALL STRICTLY ADHERE TO ALL APPLICABLE CODES DURING THE COURSE OF CONSTRUCTION, INCLUDING ALL STATE, CITY AND COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING AND FIRE CODES, AS WELL AS ANY APPLICABLE HOMEOWNER ASSOCIATION REQUIREMENTS. B. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE DESIGN PROFESSIONAL OF RECORD OF ANY DISCREPANCIES OR CONFLICT WITH APPLICABLE CODES PRIOR TO CONSTRUCTION. C. THE ARCHITECT / ENGINEER SHALL NOT BE RESPONSIBLE FOR SAFETY PROCEDURES, THE MEANS AND METHODS OF CONSTRUCTION, TECHNOLOGIES OR THE FAILURE OF THE CONTRACTOR TO COMPLETE THE WORK IN ACCORDANCE WITH DRAWINGS, SPECIFICATIONS OR THE RELATED CODES. D. THE CONTRACTOR SHALL FULLY REVIEW ALL ITEMS CONTAINED IN THE DRAWINGS AND SHALL COORDINATE ALL DIMENSIONS, LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, EMBEDS, SLEEVES, ECT. E. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE ERECTION PROCEDURES AND SEQUENCING. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR HIRING A DESIGN PROFESSIONAL FOR TEMPORARY SHORING OR LIFTING PROGRAMS. F. NOTES, DETAILS, AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT. "TYPICAL" DETAILS SIMPLY REFER TO ALL CONDITIONS TREATED SIMILARLY. CONTRACTOR SHALL MAKE MINOR MODIFICATIONS TO ACCOMMODATE MINOR SIMILAR VARIATIONS. G. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES OR MODIFICATIONS WITHOUT EXPRESSED WRITTEN APPROVAL OF THE ENGINEER OF RECORD IN ADVANCE. FASTENERS 1. MATERIALS A. WOOD CONNECTORS AND HOLD-DOWNS SHALL BE AS SPECIFIED IN THE DRAWINGS AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. B. CONNECTORS FOR TRUSS TO TRUSS COMPONENTS SHALL BE SPECIFIED PER THE TRUSS MANUFACTURER. C. FASTENERS AND CONNECTORS USED ON UN -TREATED WOOD EXPOSED TO THE WEATHER SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL. D. FASTENERS AND CONNECTORS (INCLUDING TRUSS PLATES, NAILS, BOLTS, ANCHORS, ECT.) USED IN CONTACT WITH TREATED WOOD SHALL BE COMPATIBLE WITH THE TREATMENT METHOD AND AS FOLLOWS: a. WOOD TREATED WITH DOT SODIUM BORATE - MINIMUM G90 ZINC COATING b. WOOD TREATED WITH ACQ-C OR ACQ-D OR OTHER BORATE (NON -DOT) - MINIMUM 9185 INC COATING C. FOR ALL OTHER TREATMENT - COMPLY WITH THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD SUPPLIER d. STAINLESS STEEL CONNECTORS MAY BE USED FOR ANY TYPES OF TREATED OR UNTREATED WOOD 2. EXECUTION A. HANGARS AND FRAMED COMPONENTS SHALL BE FURNISHED BY THE MANUFACTURER WITH NAILS FOR SPECIFIC USE AND INSTALLATION. B. ALL PRE -MANUFACTURED CONNECTORS SHALL HAVE NAILS / SCREWS / ANCHORS INSTALLED IN ACCORDANCE WITH THE CONNECTOR SCHEDULE AND MANUFACTURERS SPECIFICATIONS, FILLY DRIVEN. C. ALL SOLE PLATES SHALL BE AS DESCRIBED HEREIN AND SHALL MEET THE FOLLOWING: a. ALL ANCHOR BOLTS SHALL HAVE 2"x2"x1/8" PLATE WASHERS UNLESS NOTED OTHERWISE. b. BOLTS SHALL BE LOCATED AT CORNERS AND JAMBS AND WITHIN 6" OF EACH END OR JOINT IN PLATE. C. PLATES LESS THAN 20 INCHES IN LENGTH SHALL HAVE ONE ANCHOR INSTALLED IN THE MIDDLE THIRD OF THE PLATE LENGTH. d. SLEEVE ANCHORS AND EXPANSION ANCHORS ARE NOT PERMITTED AT EXTERIOR WALLS. D. REFER TO THE SOLE PLATE ANCHORAGE SCHEDULE ATTACHMENTS OF PLATE TO CONCRETE OR MASONRY. SHEATHING 1. MATERIALS A. SHEATHING SHALL BE IN ACCORDANCE WITH PS 1-09 / ANSI A 199.1. ALL SHEETS SHALL BEAR APPROPRIATE GRADING STAMP OF APA AND SPAN RATING. B. SHEATHING SHALL NOT EXCEED 199/6 MOISTURE CONTENT WHEN INSTALLED. DO NOT INSTALL VAPOR/MOISTURE BARRIERS ON SHEATHING AFTER A RAIN EVENT UNTIL THE MOISTURE CONTENT DR BELOW 19% PRE-ENGINEERED WOOD TRUSSES 1. GENERAL A. NO MODIFICATIONS TO THE TRUSS LAYOUT SHOWN ON THIS PLAN SHALL BE MADE WITHOUT THE APPROVAL OF THE ENGINEER OF RECORD. B. ALL TRUSSES AND TRUSS DETAILS SHALL BE DESIGNED, SPECIFIED, AND CERTIFIED BY THE REGISTERED ENGINEER OF THE TRUSS MANUFACTURER. C. TRUSS TO TRUSS CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. D. TRUSS MANUFACTURER SHALL VERIFY ALL DIMENSIONS AND SUBMIT SHOP DRAWINGS WITH CALCULATIONS SIGNED BY A FLORIDA REGISTERED TRUSS ENGINEER TO THE ENGINEER OF RECORD AND GENERAL CONTRACTOR FOR APPROVAL PRIOR TO FABRICATION. E. TRUSS DESIGN AND FABRICATION SHALL COMPLY WITH TRUSS PLATE INSTITUTE (TPI). F. TRUSS MANUFACTURER TO FOLLOW GABLE END DETAIL FOR ADDITIONAL LOADING REQUIREMENTS (AS OCCURS). 2. MATERIALS A. TRUSS MANUFACTURER SHALL DESIGN ALL TRUSSES AND TRUSS COMPONENTS FOR LOADS SPECIFIED IN NOTES. B. TRUSSES SHALL BE DELIVERED TO THE PROJECT SITE WITH THE FOLLOWING MINIMUM DOCUMENTATION SUPPLIED BY THE TRUSS MANUFACTURER. a. GABLE END BRACING DETAILS AND RECOMMENDATIONS b. LATERAL BRACING AND RESTRAINT DETAILS C. CONTINUOUS LATERAL BRACING (CBQ INSTALLATION REQUIREMENTS d. PIGGYBACK INSTALLATION DETAILS e. CONVENTIONAL FRAMED VALLEY DETAIL f. TOE NAIL DETAIL FOR JACK TRUSSES g. TWO PLY CONNECTION DETAIL 3. EXECUTION A. ERECTION OF TRUSSES SHALL BE IN ACCORDANCE WITH THE BUILDING COMPONENTS SAFETY INFORMATION PUBLICATION, BCSI 1-15. THE ERECTION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER WOOD TRUSS HANDLING AND FOR PROPER TEMPORARY AND PERMANENT BRACING. TRUSSES SHALL BE MAINTAINED IN PROPER ALIGNMENT AND SHALL NOT BE STRUCTURALLY DAMAGED. B. TRUSSES ARE NOT SAFE OR STABLE UNTIL ALL SHEATHING, CONNECTORS, AND BRACING HAS BEEN INSTALLED. CONTRACTOR SHALL NOT REMOVE SHORING UNTIL SYSTEM IS COMPLETE. C. TRUSSES SHALL BE INSTALLED AS INDICATED IN THE LAYOUT SUPPLIED BY THE TRUSS MANUFACTURER AND NOT LESS THAN 24" ON CENTER. D. PERMANENT 2x4 HORIZONTAL BRACING SHALL BE INSTALLED ON TOP OF THE BOTTOM CHORDS OF ALL ROOF TRUSSES WITH SPANS GREATER THAN 10'. BRACING SHALL BE NAILED WITH (2) 10d NAILS AT EACH TRUSS AND SPACED NO MORE THAN 10' ON CENTER, E. FLOOR FRAMING SHALL BE PRE-ENGINEERED FLOOR TRUSSES OR MANUFACTURED LUMBER SPACED AT 24" ON CENTER MAXIMUM, UNLESS NOTED OTHERWISE ON DRAWINGS. F. FLOOR FRAMING SHALL BE LOCATED TO ACCOMMODATE MECHANICAL AND ELECTRICAL LAYOUT. TRUSS LAYOUT PROVIDED BY RM BUILDING COMPONENTS, JOB: SHED - 6907 PLUMOSA, DATED 03/26/18. SHOP DRAWINGS HAVE BEEN REVIEWED BY THE DESIGN PROFESSIONAL AND FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. SEE TYP. WALL SECTION DETAIL FOR ADDITIONAL NOTES 5/8" T1-11 SIDING W/ 8d's AT 6" O.C. MAX. W/ DRIP SCREED AT BOTTOM OF SHEATHING ATTACHED GABLE TRUSS TO TOP PLATE W/ 12d's TOENAILED AT 8" O.C. MAX. IN ADDITION TO TRUSS CONNECTORS AT ENDS 3/4" = 1'-0" C. FLOOR SHEATHING SHALL BE A MINIMUM OF 23/32" 24/16 SPAN RATED STRUCTURAL SHEATHING F 16"PRIMER AND TWO COATS OF EXT. ACYRLIC ON CENTER SPACING OR 48/24 FOR SPACING GREATER THAN 16" ON CENTER. PAINT, ALL EDGES D. WALL SHEATHING SHALL BE 24/16 SPAN RATED STRUCTURAL SHEATHING. s/a' EXT. T1-11 SIDING PANEL WITH 12" E. ROOF SHEATHING SHALL BE AS NOTED IN THE ROOF SHEATHING AND ATTACHMENT SCHEDULE. O.C. CHANNEL W/8d's AT EACH STUD AT 6" 2. EXECUTION O.C. MAX., EXTEND SIDING PANEL DOWN A. FLOOR SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS GLUED AND TO EDGE BEAM AND NAIL AT 6" O.C. MAX. SCREWED WITH #10 SCREWS AT 6" ON CENTER. 3'- 0 B. ROOF SHEATHING SHALL BE FASTENED AS SPECIFIED IN THE DRAWINGS. ADD BLOCKING AT ALL PANE CONCRETE PAVER OVER CO PACTED BASE EDGES IN ZONE 3 (CORNERS). DOORS AND WINDOWS: 1. GENERAL A. THIS STRUCTURE HAS BEEN DESIGNED AS PARTIALLY ENCLOSED, AS SUCH THE WINDOWS AND NOT NEED TO BE IMPACT RATED OR MEET DESIGN PRESSURE OR AIR INFILTRATION REQUIREM 2. EXECUTION A. PRIOR TO INSTALLATION, ALL FRAMES AND BUCKS SHALL BE CHECKED FOR RACK, TWIST, AND SQUARE. B. THE DOOR SHALL BE CONSTRUCTED FROM 2x4 SYP STUDS, PROVIDED BY OWNER. o iO 5DO I (- BUILD UP GRADE IN FRONT OF DOOR TO ENSURE MAX. 6" STEP �- OF Wood Wall at 1/2" = 1'-0" 2x4 @ 24" O.C. MAX. W/H10AAND (2) 16d's AT EACH END, TYP. P.E. TRUSSES @ 24" O.C. MAX. W/ CONNECTORS PER ROOF PLAN AND SCHEDULE 2x4 BLOCKING AT 48" O.C. FOR 2 SPACES FROM GABLE 2x4 SPF STUDS AT 16" O.C. MAX., LOCATE SP4 AT TOP AND BOTTOM OF EACH STUD, BLOCKING AT MID -SPAN W/ (2) 12d's TOENAILED EACH END 2x4 SOLE PLATE W/ 12d's AT 8" O.C. STAGGERED INTO (2) 2x8 RIM BOARD 23/32 DECKING W/ #10 SCREWS AT 6" O.C. MAX. OVER 2x8 P.T. JOISTS @ 16" O.C. MAX. W/ LUS28Z W/ (10) 10d's EACH :END, TYP. 4x&16 CMU BLOCK OVER 16"x16" ABS FOUNDATION PAD, III -I TYP. AT EACH CORNER AND AT MID -SPAN. Florida Product Approval Listings Category - Subcategory Approval Number Manufacturer Model Number Building Design Pressures (+PSF/-PSF) Product Design Pressures (+PSF/-PSF)_ Exterior Doors - Swing FL 22513.6 Masonite Wood Edge Steel Door +32/-42 +70.0/-70.0 Roofing - Shingles FL 10124 R20 GAF Asphalt Shingles Vult =160 MPH Vult =194 MPH Roofing - Underlayment FL 15487.1 GAF Synthetic Underlayment N/A N/A Roofing - Underlayment (Option) FL 5259 R27 Polyglass USA Polystick TU Plus N/A N/A ------o / -- Centerline of Easement Swale S. Ln O Proposed Shed II io 160 SF I Property line 10- 4" 48' - 8" I I I I I I I I � Existing Fence, typ. , I I D Existing Single Story Residence rn N I I Property Line 75' - 0„ Plan I„ = 20'-0„ ASPHALT SHINGLE ROOF OVER 30# FELT (OR PEEL N' STICK UPGRADE) UNDERLAYMENT OVER SHEATHING PER SCHEDULE P.E. WOOD TRUSSES AT 24" O.C. MAX. W/ H2.SAZ AT EACH TRUSS, TYP. 2x6 P.T. SUB FASCIA W/ (2) 12d's AT EACH TRUSS TYP. OPEN SOFFIT WALL DESIGN PRESSURE ALLOWABLE, IN LBS PER SQUARE FOOT ZONE 4 AND 5 = -54 PSF PRIMER AND TWO COATS OF EXT. ACYRLIC PAINT, ALL EDGES s/s" EXT. T1-11 SIDING PANEL WITH 12" O.C. CHANNEL W/8d's AT EACH STUD AT 6" O.C. MAX., EXTEND SIDING PANEL DOWN TO EDGE BEAM AND NAIL AT 6" O.C. MAX. SINGLE 6" HELIX ANCHOR W/ s/8" DIA. ROD MIN., W/ 3/16' DIA. S.S. CABLE WRAPPE AROUND BOTT. PLATE AND EDGE BE W/ (3) CABLE CLAMP , TYP,- N 3/4" = V-0" iE a W (2) 2x4 TOP PLATE HEADER PER PLAN/SCHEDULE OVER OPENINGS 2x4 SPF STUDS AT 16" O.C. MAX., LOCATE SP4 AT TOP AND BOTTOM OF EACH STUD, BLOCKING AT MID -SPAN W/ (2) 12d's TOENAILED EACH END 2x4 SOLE PLATE W/ 12d's AT 8" O.C. STAGGERED INTO (2) 2x8 RIM BOARD 23/32' DECKING W/ #10 SCREWS AT 6" O.C. MAX. OVER 2x8 P.T. JOISTS @ 16" O.C. MAX. W/ LUS28Z W/ (10) 10d's EACH END, TYP. III III `-14x8x16 CMU BLOCK OVER 16"x16" ABS FOUNDATION PAD, III -I -TYP. A7EACH CORNER AND AT MID -SPAN. Project Number: 18E003 m Z m o M EE `o 0 0 U U c `c m m t t o 0 0 0 00 m a b m m d z N W O W Z) V) vn N I P 7- m 0 W UJ W 1z COL 3:12-17 O J Is 6 Z 2 UJ 0 I ~UD o W t�i7 Cn N �( W Jam00 m LL NJ mYn - d �U� W T O z x* Qm_5 W W W W V > R ca Z � ~ O > z � L N n Lfl O O: , oW vaU Q W a M �a " ¢ O: z ti° > Z a v O� o Op. e4i..f-PR9.0 1e,,, D I.L r 1W. LL Q J W rn❑ VJ General Notes and Section .-i Ln on of M z n O W tJ J H N J LL L V ,x W a g S-1 v N ro 0 2 OF 2