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DGT-7-13-1700_Plans r PROPERTY LINE AA WIND LOAD CALCULATIONS cl, RISK CATEGROY (TABLE1 .5-1): 1 CD BUILDING TYPE (SECTION 26.2): OPEN ROOF SLOPE: 0.0" IN 12" Wd BASIC WIND SPEED, V (FIGURE 26.5-1 ): 175 MPH 25-0" WIND LOAD PARAMETERS: WIND DIRECTIONAL FACTOR, Kd(TABLE 26.6-1 ): 0.85 EXPOSURE CATEGORY, (SECTION 26.7): C 46'-0" (NO ALTERED) TOPOGRAPHIC CATEGORY, Kzt(SECTION 26.8) 1 .0 GUST EFFECT FACTOR (SECTION 26.9) 0.85 OEM VELOCITY PRESSURE EXPOSURE COEFFICIENT, KZ (TABLE 27.3-1 ) HEIGHT UNDER 15 FEET: 0.57 ; MAXIMUM INWARD PRESSURE C � MAXIMUM OUTWARD PRESSURE POOL AREA ..........._.................__.._.___..________ _ SIMPSON CONNECTORS TABLE Oz 26'-0" 1�,- �" ALLOWABLE LOADS CLBS) MODEL FL NOA's Oa HEADER JOIST �7 O UPLIFT DOWN z O C) CLAUDIO JOFRE P.E. rn , Flu o ED m � � N FL. LI . #28531 26'-5" NO ALTERED NCp c�h NEc`ToRS . Ot�� d� ScRE e cnLC .LT(c �5 . ( ) 334 NE 102 STREET rn MIAMI FL. 3 313 8 rn -' 29'-0„ Ilk 3 S-1 orn 5'-O" S-1 y (m C/� AA GENERAL NOTES: C Z z C z 5'-O„ THE WORK SPECIFIED HEREIN HAS BEEN DESIGNED AND ALL WORK O SHALL BE IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE. F— 4' N D ALL CODES REVERENCED HEREIN ARE PER THE LATEST ADOPTED Q0 D Q0 EDITION ��� ,3 (n rT1 (n cn rn x -7 rn DESIGN FORCES AS NOTED ON THE WIND DESIGN CRITERIA SITE PL A - F7 INFORMATION PER ASCE 07-10 z SCALE: 3/32' '-O" � D THIS DRAWING IS A GENERAL MODIFICATION DRAWING. TYPICAL z FIELD CONDITIONS ARE ASSUMED IN THE DESIGN. SHOULD ANY rT1 p SPECIFIC LOCATION DIFFER FROM THAT SPECIFIED HEREIN OR rn STANDARD FIELD CONDITIONS, ADDITIONAL SPECIFIC ENGINEERING rTi O D MAY BE. CARE SHALL BE TAKEN BY CONTRACTOR IN ALL APPLICATIONS OF THIS DRAWING. THE INSTALLATION OF ANY PROPERTY LINE ACCESSORIES THAT DO NOT AFFECT THE STRUCTURAL INTEGRITY OF THE STRUCTURE IS OUTSIDE THE SCOPE OF THIS DRAWING ALL WOOD MEMBERS SHALL BE PRESSURE TREATED NO. 2 1--1 SOUTHERN YELLOW PINE AND SHALL BE TREATED WITH FLORIDA ® n/ APPROVED FIRE RETARDANT COATING TO ACHIEVE CLASS A RATING w FF��11 26 -0 ALL DIMENSION LUMBER SHALL BE STRUCTURAL GRADE NO. 2 SOUTHERN YELLOW PINE OR BETTER MEETING APPLICABLE 113'-0" 13'-0" 2"x6" CEDAR WOOD RAF TE REQUIREMENTS OF THE SOUTHERN INSPECTION BUREAU(SP1B) 2)3/8"x6" GALV. COUNTER SUNK ©16" O.C. (TYPICAL) � 2"x2" CEDAR WOOD LAG BOLTS EACH RAFTER ALL DIMENSION LUMBER SHALL BE PRESSURE-IMPREGNATED (PT) PURLINS 2"x6" CEDAR WOOD BY AN APPROVED PROCESS AC 0.4 PRESSURE TREATED F-+-� ® 12" O.C. RAFTERS 2"x2" CEDAR WOOD ( Q ) 1'-a" ® 1s" o.C. PRESERVATIVE 1N ACCORDANCE WITH THE APPLICABLE PROVISIONS 1'-4" PURLINS c� 12 O.C. OF BUILDING CODE AND AMERICAN WOOD PRESERVERS ASSN 2"x2" CEDAR W (AWPA) WOOD PURLINS FULLY NAILED 3 12 TO RAFTERS (TYPICAL) w �j 12" O.C. (TYP.) - CONCRETE (IF USED) SHALL DEVELOP A MINIMUM COMPRESSIVE 2"x6" WOOD CEDAR STRENGTH OF 3,000 PSI AFTER 28 DAYS. CONCRETE MIXTURE AND (�Q RAFTERS N PLACEMENT TO COMPLY WITH THE PROVISIONS OF THE AMERICIAN r---1 © 16" O.C. (TYP.) CONCRETE INSTUTITE CURRENT EDITION O 1 N 1.5" I 2"x6" CEDAR C° WWM SHALL CONFORM TO ASTM A185 QQ (2) x8" GALV 6"x6" CEDAR WOOD COUNTER SUNK BOLTS TO HIDE COLUMN BEAM FOOTINGS (IF USED) SHALL BE EMBEDDED IN COMPACED SANDY p� CONNECTIONS (TYP.) GRAVEL,GRAVEL OR ROCKY SOIL F�1 (2)2"x8" CEDAR WOOD BEAM 00 6" x 6" WOOD POST (IF USED) SHALL BE WRAPPED WITH AN (TYP) APPROVED ASTM 30 LBS FELT OR SUITABLE EQUIVALENT SO AS TO J PREVENT DIRECT CONTACT BETWEEN WOOD AND CONCRETE 6"x6" CEDAR ALL BOLTS AND SCREWS SHALL BE 2024-T4 ALUMINUM ALLOY, 4 PERGOLA DETAIL WOOD COLUMNS (2) 1/2"x8" GALV. COUNTER SUNK ELECTRO-GALVANIZED STEEL, HOT DIPPED GALVANIZED STEEL OR 29'-0" SEE DETAIL. BOLTS TO HIDE CONNECTIONS STAINLESS STEEL 5--1 SCALE: 3/16'-1'-O' - ¢ (TYP. OF 6) R E V I S I O N S PURLINS (1F USED) SHALL BE ATTACHEDED W/3"LONG GALVANIZED 3 S-1 (2)2"x8" BEAM RING SHANK NAILS EVERY RAFTER S-1 ALL CONCRETE ANCHORS SHALL BE AS SPECIFIED ON DRAWINGS. 2 EMBEDMENT LENGTHS NOTED ON DRAWINGS SHALL NOT INCLUDE A REVISION 08-05-13 6„ STUCCO OR FINISH MATERIAL S-1 1 STEEL AND ALUMINUM MEMBERS IN CONTACT WITH CONCRETE ANDU• ©9_z 3 'I3 PERGOLA PLAN VIEW CD WOOD SHALL BE PROTECTED BY "KOPPERS BITUMINOUS PAINT" IN S_1 SCALE- 3/16'-1'-O' 00 6"x6" CEDAR COLUMN ACCORDANCE WITH FLORIDA BUILDING CODE L�(�c�iZ SIZE PfZI NTS. (TYP. OF 6) ALL DIMENSIONS TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION THE BUILDING%FOUNDATION/SLAB SHALL HAVE A 2"x2" CEDAR WOOD PURLINS PRE-CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL © 12" O.C. (TYP.) (2)1/2"x`16" REBAR IN CROSS BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST THROUGH BASE OF WOOD COLUMN CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: TO PREVENT UPLIFT. "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE 2"x6" CEDAR WOOD RAFTERS PREVENTION OF SUBTERRANEAN TERMITES. TEATMENT IN GRADE ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE © 16" O.C. (TYP.) _ FLORIDA DPT.OF AGRICULTURE AND CONSUMER SERVICES � �� �%�� SOIL STATEMENT: IN ACCORDANCE WITH FBC 1818, BEARING CAPACITY OF SOIL: BASED ON RATIONAL ANALYSIS AND KNOWN (2)2%8" CEDAR CONCRETE �� v � �� � ��� w VALVES IN THE VINCINITY (FROM OUR EXPERIENCE WITH OTHER am WOOD BEAM SEE DETAIL FOOTING c ������\� o PROJECTS IN THE AREA), THE IN-PLACE CAPACITY OF SOIL BENEATH 4 S 1 �/� a �������\O w THE PERGULA AND RELATED STRUCTURES SHOWN ON THESE PLANS DRAWING TITLE. (TYP. O F 2) A�� ��� ��������� m IS 2,000 PSF AFTER EXCAVATION AND COMPACTION. SHOULD ANY Y / a MUCK, MARL OR OTHER ORGANIC SOILS BE DISCOVERED ON a c _ / / EXCAVATION, THEY SHOULD BE REMOVED IN THEIR ENTIRETY AND SITE PLAN /\ THE CONTRACTOR AND/OR HOMEOWNER SHALL TAKE ALL STEPS 6"x6" CEDAR ��� ���� CL ,___--c-1- " NECESSARY TO REMEDY THE SITUATION. ALL CONSTRUCTION WOOD COLUMNS _ �� �� e ��� Fi c�I�/ SHALL STOP AND THE ENGINEER OF RECORD SHALL BE CONTACTED. pp NOTES ALL STRUCTURES SHOWN ON THIS DRAWING HAVE BEEN DESIGNED pC DETAILS SEE DETAIL. _ 2 4 M3 WITH A REQUIRED BEARING CAPACITY OF 2,000 PSF, UNLESS r (TYP. OF 6) 3" CLEAR OTHERWISE SPECIFIED JOB No: CATS � COVER TYP $� ALL CONNECTIONS SHALL BE A MINIMUM 700 POUNDS AND TWO (2) DATE: 03/2013 ��������A OR MORE SIMPSON CONNECTORS SHALL BE USED,IF REQUIRED Dom : C.B. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN CHECKED: S.C. wjjw/ j j wj wj w/ jjjjj��j,��%\/,;�//��j/��j��j��j���jiw/��%� � -� AS SHOWN ONLY. USE OF THIS SPECIFICATION/DRAWING BY ���� �v���V��v��` `������������� \� �������v��` ` �`����%� �` f� �! v% CONTRACTOR INDEMNIFIES AND HOLDS HARMLESS THIS ENGINEER FOR ALL COST AND DAMAGES INCLUDING LEGAL FEES AND F U'JaT^NS APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, 3 - ° - -- PERGOLA CROSS SECTION SYSTEM RECTION AND CONSTRUCTION PRACTICES BEYOND THAT 2 PERGOLA FRONT ELEVATION s-i SCALE, 3/4'-1'-O' WICH IS CALLED FOR BY LOCAL, STATE AND FEDERAL CODES AND _ FROM DEVIATIONS OF THIS PLAN. EXCEPT AS EXPRESSLY PROVIDED S-1 INTENDED 3/16'-1'-O" INTENDED NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE